Soft Inflatable Robotic Systems for Space Applications: A Survey

Abstract

Soft inflatable robotic systems and structures are emerging as transformative technologies for space applications, offering compelling advantages in mass efficiency, compact stowage, compliance, and adaptability over traditional rigid-body systems. This survey provides a comprehensive review of the intersection of soft robotics, inflatable structures, and space engineering, organised around a unifying thesis: the same high-strength fabric technologies (Vectran, Kevlar, Nextel) that enable inflatable habitats also enable compliant debris capture mechanisms and large deployable shields. We examine two primary application domains---active debris removal, where soft compliant systems address the fragmentation paradox inherent in rigid capture, and space exploration, where inflatable habitats offer order-of-magnitude mass efficiency improvements over metallic modules. Eight enabling technology areas are reviewed: materials and structures, deployment mechanics, actuation, sensing and structural health monitoring, power systems, thermal management, attitude and orbit control, and robotic in-orbit assembly. We identify five critical research gaps, including the absence of quantitative soft-versus-rigid fragmentation comparisons, the lack of flight heritage for soft robotic capture, and the unexplored rigid-to-flexible assembly interface. A research roadmap spanning 5-year and 15-year horizons is proposed, with the most flight-ready near-term demonstrator identified as a gecko-adhesive gripper on an inflatable arm with fibre Bragg grating structural health monitoring. This survey differentiates itself from prior reviews in Progress in Aerospace Sciences by focusing specifically on soft and inflatable systems---a technology class not covered by existing reviews of rigid space robotics or contact/contactless debris removal.


Full Text

Soft Inflatable Robotic Systems for Space Applications: 1

A Survey 2

3

Abstract 4

Soft inflatable robotic systems and structures are emerging as transformative tech- 5

nologies for space applications, offering compelling advantages in mass efficiency, com- 6

pact stowage, compliance, and adaptability over traditional rigid-body systems. This 7

survey provides a comprehensive review of the intersection of soft robotics, inflatable 8

structures, and space engineering, organised around a unifying thesis: the same high- 9

strength fabric technologies (Vectran, Kevlar, Nextel) that enable inflatable habitats 10

also enable compliant debris capture mechanisms and large deployable shields. We ex- 11

amine two primary application domains—active debris removal, where soft compliant 12

systems address the fragmentation paradox inherent in rigid capture, and space explo- 13

ration, where inflatable habitats offer order-of-magnitude mass efficiency improvements 14

over metallic modules. Eight enabling technology areas are reviewed: materials and 15

structures, deployment mechanics, actuation, sensing and structural health monitoring, 16

power systems, thermal management, attitude and orbit control, and robotic in-orbit 17

assembly. We identify five critical research gaps, including the absence of quantitative 18

soft-versus-rigid fragmentation comparisons, the lack of flight heritage for soft robotic 19

capture, and the unexplored rigid-to-flexible assembly interface. A research roadmap 20

spanning 5-year and 15-year horizons is proposed, with the most flight-ready near-term 21

demonstrator identified as a gecko-adhesive gripper on an inflatable arm with fibre 22

Bragg grating structural health monitoring. This survey differentiates itself from prior 23

reviews in Progress in Aerospace Sciences by focusing specifically on soft and inflatable 24

systems—a technology class not covered by existing reviews of rigid space robotics or 25

contact/contactless debris removal. 26

Contents 27

1 Introduction 4 28

2 The Case for Soft Inflatables in Space 8 29

2.1 Space Debris Crisis and the Need for Active Removal . . . . . . . . . . . . . 8 30

2.2 Human Exploration Beyond LEO: The Habitat Challenge . . . . . . . . . . . 10 31

2.3 Unifying Thesis: Shared Fabric Technology Across Applications . . . . . . . 12 32

3 Use Cases: Active Debris Removal 14 33

3.1 Rigid Capture Approaches and Fragmentation Risk . . . . . . . . . . . . . . 15 34

3.1.1 The Fragmentation Paradox . . . . . . . . . . . . . . . . . . . . . . . 16 35

3.2 Soft and Compliant Capture Mechanisms . . . . . . . . . . . . . . . . . . . . 17 36

3.2.1 Gecko-Inspired Dry Adhesive Grippers . . . . . . . . . . . . . . . . . 17 37

3.2.2 Dielectric Elastomer Minimum Energy Structure (DEMES) Grippers 19 38

3.2.3 Bistable and Passive Capture Grippers . . . . . . . . . . . . . . . . . 19 39

3.2.4 Thermally Qualified Soft Grippers . . . . . . . . . . . . . . . . . . . . 19 40

3.2.5 Inflatable Robotic Arms for Capture . . . . . . . . . . . . . . . . . . 20 41

3.2.6 INSIDeR: Net Capture with Inflatable Deployment . . . . . . . . . . 20 42

3.3 Inflatable Debris Shields . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 43

4 Use Cases: Habitats and Exploration 23 44

4.1 Heritage Timeline: Echo to BEAM . . . . . . . . . . . . . . . . . . . . . . . 24 45

4.1.1 Early Inflatables: Echo and Volga (1960–1965) . . . . . . . . . . . . . 24 46

4.1.2 TransHab: Proving the Five-Layer Architecture (1997–2000) . . . . . 25 47

4.1.3 Genesis and BEAM: Orbital Validation (2006–2016+) . . . . . . . . . 26 48

4.2 Current Commercial Programs: LIFE, Orbital Reef, and Beyond . . . . . . . 27 49

4.2.1 Sierra Space LIFE . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27 50

4.2.2 Historical Context: B330 and Commercial Ecosystem Fragility . . . . 27 51

4.2.3 NextSTEP Competitive Landscape . . . . . . . . . . . . . . . . . . . 27 52

4.3 Future Concepts: Lunar Surface, Mars Transit, Planetary Entry . . . . . . . 28 53

4.3.1 Lunar Surface Habitats . . . . . . . . . . . . . . . . . . . . . . . . . . 28 54

4.3.2 Mars Transit and Surface Applications . . . . . . . . . . . . . . . . . 28 55

4.3.3 European Programmes . . . . . . . . . . . . . . . . . . . . . . . . . . 29 56

4.4 Radiation Shielding: The BEAM SPE Findings and Design Implications . . 29 57

5 State of the Art: Materials and Structures 30 58

5.1 Space-Rated Fabrics: Vectran, Kevlar, Zylon, Nextel . . . . . . . . . . . . . 30 59

5.2 Multi-Layer Shell Architecture . . . . . . . . . . . . . . . . . . . . . . . . . . 33 60

5.3 Rigidization Technologies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 61

5.4 Environmental Degradation: AO, UV, Radiation, Creep . . . . . . . . . . . . 36 62

6 State of the Art: Deployment Mechanics 37 63

6.1 Fold Patterns and Packaging Efficiency . . . . . . . . . . . . . . . . . . . . . 37 64

6.2 Inflation Sequencing and Control . . . . . . . . . . . . . . . . . . . . . . . . 38 65

6.3 Flight Heritage: InflateSail, LOFTID, BEAM Deployment Lessons . . . . . . 39 66

6.4 Comparison with Rigid Deployable Alternatives . . . . . . . . . . . . . . . . 40 67

7 State of the Art: Actuation for Soft Space Systems 41 68

7.1 Dielectric Elastomer Actuators and DEMES . . . . . . . . . . . . . . . . . . 41 69

7.2 Vacuum-Gap Electrostatic Actuators: Vacuum as Enabler . . . . . . . . . . 42 70

7.3 Ionic Electroactive Polymers: Space Tolerance Assessment . . . . . . . . . . 42 71

7.4 Tendon-Driven Continuum Manipulators . . . . . . . . . . . . . . . . . . . . 44 72

7.5 Shape Memory Alloys for Deployment . . . . . . . . . . . . . . . . . . . . . 44 73

7.6 Jamming in Vacuum: A Novel Opportunity . . . . . . . . . . . . . . . . . . 44 74

7.7 Sealed Pneumatic Actuation in Space . . . . . . . . . . . . . . . . . . . . . . 46 75

7.8 Electroadhesion and Magnetic Actuation: Emerging Approaches . . . . . . . 46 76

8 State of the Art: Sensing and Structural Health Monitoring 48 77

8.1 Fibre Bragg Grating Sensors: From Proba-2 to Inflatable Webbing . . . . . . 48 78

8.2 Multicore Fibre Optic Shape Sensing . . . . . . . . . . . . . . . . . . . . . . 49 79

8.3 Capacitive, Resistive, and Alternative Soft Sensors . . . . . . . . . . . . . . . 50 80

8.4 Distributed Fibre Optic Sensing: Rayleigh and Brillouin Scattering . . . . . 51 81

8.5 Distributed Impact Detection . . . . . . . . . . . . . . . . . . . . . . . . . . 52 82

9 State of the Art: Power Systems for Large Inflatables 52 83

9.1 Flexible Solar Array Landscape: ROSA to Perovskite . . . . . . . . . . . . . 52 84

9.2 The Inflatable-Power Integration Gap: PowerSphere and Beyond . . . . . . . 53 85

9.3 Energy Storage: Li-ion, RFC, and Mission-Dependent Selection . . . . . . . 55 86

10 State of the Art: Thermal Management 56 87

10.1 Multi-Layer Insulation for Inflatable Shells . . . . . . . . . . . . . . . . . . . 56 88

10.2 The JWST Sunshield as Deployable Thermal Barrier Precedent . . . . . . . 57 89

10.3 Variable Emissivity Coatings and Smart Radiators . . . . . . . . . . . . . . . 58 90

10.4 Loop Heat Pipes for Deployed Structures . . . . . . . . . . . . . . . . . . . . 59 91

10.5 Phase Change Materials in Fabric Layers: The TRL 2–3 Gap . . . . . . . . . 60 92

11 State of the Art: Attitude and Orbit Control 61 93

11.1 Control-Structure Interaction for Flexible Spacecraft . . . . . . . . . . . . . 61 94

11.2 Gyroelastic Body Theory and Distributed Momentum Management . . . . . 61 95

11.3 Drag Budget for 100 m-Class LEO Structures . . . . . . . . . . . . . . . . . 62 96

11.4 The Missing Theory: AOCS for Pressure-Stabilised Membranes . . . . . . . 64 97

12 State of the Art: Robotic In-Orbit Assembly 66 98

12.1 Assembly Robot Heritage and Current Programmes . . . . . . . . . . . . . . 66 99

12.2 Walking Robots for Large Structure Assembly: E-Walker . . . . . . . . . . . 67 100

12.3 The Rigid-to-Flexible Interface Gap . . . . . . . . . . . . . . . . . . . . . . . 67 101

12.4 Assembly-Enabled Inflatable Platforms: Design Requirements . . . . . . . . 68 102

13 Challenges, Open Questions, and Research Roadmap 69 103

13.1 Critical Research Gaps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 104

13.2 Integration Challenges at System Level . . . . . . . . . . . . . . . . . . . . . 71 105

13.3 Proposed Research Roadmap: 5-Year and 15-Year Horizons . . . . . . . . . . 74 106

13.4 The Path to Flight Demonstration . . . . . . . . . . . . . . . . . . . . . . . 77 107

14 Conclusions 78 108

1 Introduction 109

Two converging pressures threaten humanity’s long-term access to and presence in space. 110

The first is the accelerating degradation of the orbital environment: the low Earth orbit 111

(LEO) regime is increasingly populated with debris that endangers operational satellites, 112

whose services — from climate monitoring to navigation — underpin the global economy. 113

The second is the ambition for sustained human exploration beyond LEO, which demands 114

habitable volumes an order of magnitude larger than current metallic modules allow within 115

existing launch vehicle constraints. This survey argues that a single technology class — 116

soft inflatable robotic systems based on high-strength technical fabrics — offers a coherent 117

engineering response to both challenges through a shared material and structural foundation. 118

The orbital debris environment has reached a critical threshold. The European Space 119

Agency’s 2025 Space Environment Report records approximately 44,870 tracked objects, 120

with an estimated 54,000 objects larger than 10 cm, some 1.2 million objects between 1 and 121

10 cm, and an estimated 140 million fragments between 1 mm and 1 cm, totalling roughly 122

15,800 tonnes of mass in orbit ESA Space Debris Office [2025]. The consequence is oper- 123

ational: SpaceX’s Starlink constellation executed 144,404 collision avoidance manoeuvres 124

in the first half of 2025 alone, a 65-fold increase relative to 2021 ESA Space Debris Office 125

[2025]. Kessler and Cour-Palais identified in 1978 that mutual collision among catalogued 126

objects could generate a self-sustaining fragment cascade Kessler and Cour-Palais [1978], 127

and Liou and Johnson subsequently demonstrated with the LEGEND simulation suite that 128

the current LEO population is already gravitationally unstable: even with a complete halt to 129

new launches, the debris environment continues to grow through inter-object collisions Liou 130

and Johnson [2006, 2008]. Stabilising LEO requires the active removal of at least five large, 131

rocket-body-class objects per year from the most critical orbital shells Liou et al. [2010]. 132

Active Debris Removal (ADR) therefore transitions from a conceptual aspiration to an 133

operational necessity. Yet the dominant design paradigm — rigid robotic arms similar to 134

ClearSpace-1’s four-arm capturing system — carries an ironic risk: forceful contact with a 135

tumbling, uncooperative object can fracture it, generating new fragments faster than they 136

are removed. Simulation studies and ground tests indicate that peak joint torques of order 137

195 Nm can arise during ENVISAT-class capture operations Ledkov and Aslanov [2022], 138

and the RemoveDebris harpoon demonstration saw a carbon-fibre boom snap on contact at 139

20 m/s Aglietti et al. [2020]. The fragmentation paradox — rigid capture risks accelerating 140

the very cascade it aims to halt — provides the primary motivation for compliant, soft 141

capture architectures. 142

Simultaneously, the ambition to sustain human presence beyond LEO confronts a fun- 143

damental mass budget constraint. Metallic pressurised modules — Columbus (137 kg/m3) 144

and Tranquility (205 kg/m3) — are delivered at densities an order of magnitude higher than 145

fabric-based alternatives such as the TransHab concept (39 kg/m3) Valle et al. [2019a]. Vec- 146

tran high-tenacity yarn achieves a specific strength of 2,330 kN-m/kg, versus 220 kN-m/kg 147

for Ti-6Al-4V Valle et al. [2019a] — a 10× advantage that directly translates to launch mass 148

savings. The Bigelow Expandable Activity Module (BEAM), attached to the International 149

Space Station (ISS) since 2016, has accumulated more than eight years of continuous pres- 150

surised operation on the ISS, with periodic crew access for inspection and cargo storage, at 151

Technology Readiness Level (TRL) 9 NASA Johnson Space Center [2017]. 152

The organising thesis of this survey is that the same high-strength fabric technology 153

— Vectran restraint layers, Kevlar/Nextel debris shielding, Kapton thermal insulation — 154

that enables BEAM’s pressure vessel integrity also enables compliant robotic capture arms, 155

large deployable debris shields, and the next generation of deep-space habitats. Material 156

qualification campaigns, manufacturing processes, and design heritage are shared across 157

these application domains, providing an unusually coherent pathway from current flight- 158

proven technology to future operational systems. 159

Scope and Organisation 160

This survey reviews the intersection of three mature fields: soft robotics, inflatable space 161

structures, and the enabling subsystem technologies (materials, power, thermal manage- 162

ment, attitude and orbit control, and robotic assembly) that together determine whether 163

soft inflatable systems can be realised at mission-operational scale. The scope spans two 164

primary application domains: 165

1. Active Debris Removal — soft and compliant capture mechanisms (TRL 2–5) and 166

large inflatable debris shields (design stage), examined against the rigid-capture base- 167

line. 168

2. Human Space Exploration — the heritage from Echo 1 (1960) through BEAM 169

(2016+) to current commercial programmes (Sierra Space LIFE, Orbital Reef), and 170

future concepts for lunar surface, Mars transit, and planetary entry decelerators. 171

Eight enabling technology areas are reviewed in depth: (1) materials and structures, 172

(2) deployment mechanics, (3) actuation, (4) sensing and structural health monitoring, 173

(5) power systems, (6) thermal management, (7) attitude and orbit control, and (8) robotic 174

in-orbit assembly. The survey concludes with a consolidated gap analysis and a research 175

roadmap spanning 5-year and 15-year horizons. 176

Relationship to Existing Reviews 177

Table 1
Table 1

Three prior surveys in Progress in Aerospace Sciences address adjacent territory, and this 178

survey is positioned explicitly as their complement (Table 1). Flores-Abad et al. reviewed the 179

state of space robotics for on-orbit servicing in 2014 Flores-Abad et al. [2014], establishing 180

the four-phase capture framework (approach, tracking, capture, post-capture stabilisation) 181

that remains the standard reference; however, that work predates the current wave of soft 182

robotics innovation and does not address inflatable structures. Ledkov and Aslanov surveyed 183

contact and contactless ADR approaches in 2022 Ledkov and Aslanov [2022], providing com- 184

prehensive coverage of nets, harpoons, ion beam shepherds, and electrodynamic tethers, but 185

soft and compliant capture mechanisms receive minimal treatment and inflatable structures 186

for ADR are absent. Rybus reviewed rigid robotic manipulators for in-orbit servicing and 187

ADR in 2024 Rybus [2024], covering Denavit-Hartenberg kinematics, impedance control, and 188

comparative arm performance; soft and inflatable manipulators are outside scope. 189

The most relevant prior survey is Zhang et al. (2023), who examined soft robotics for 190

space across actuation, sensing, and manipulation Zhang et al. [2023a]. That work identifies 191

vacuum as a challenge for pneumatic actuation and catalogues the soft gripper landscape; 192

however, it does not cover the inflatable structure platform on which soft robots operate, nor 193

the enabling subsystems (power, thermal, AOCS, assembly) necessary for mission viability, 194

nor the dual ADR-and-exploration organising principle developed here. 195

The unique contribution of this survey is threefold. First, it covers eight enabling tech- 196

nology areas through a single integrative lens, rather than the one or two areas addressed 197

by prior reviews. Second, it presents the first unified treatment of both ADR and explo- 198

ration applications as manifestations of the same fabric-based technology class. Third, it 199

maps cross-domain connections — between, for example, thermal management and actuator 200

design, or fold patterns and debris protection — that can only be identified from a broad 201

Table 2
Table 2

survey perspective. 202

Table 1: Comparison of this survey with prior reviews in Progress in Aerospace Sciences covering adjacent domains. ✓= covered; – = not covered; ∼= partial coverage.

Topic This survey Rybus 2024 Ledkov 2022 Flores-Abad 2014

Soft/compliant capture ✓ – ∼ – Inflatable robotic arms ✓ – – – Inflatable debris shields ✓ – – – Inflatable habitats ✓ – – – Rigid ADR approaches ∼ ✓ ✓ ✓ Rigid manipulators ∼ ✓ ∼ ✓ Materials & fabrics ✓ – – – Power systems ✓ – – – Thermal management ✓ – – – AOCS for large structures ✓ – – – Robotic in-orbit assembly ✓ ∼ – ∼ Sensing & SHM ✓ – – – Deployment mechanics ✓ – – –

Year 2026 2024 2022 2014 Soft/inflatable focus Primary None Minimal None

The Paradigm Shift: Vacuum as Design Resource 203

A recurring theme throughout this survey is the inversion of the conventional assumption 204

that space vacuum is hostile to soft robotic systems. Three independent developments chal- 205

lenge this assumption. First, Sirbu et al. demonstrated vacuum-gap electrostatic multilayer 206

actuators in 2025 that require vacuum to function: thin-film polymer multilayers with inter- 207

nal vacuum gaps zip closed on electrical activation, producing forces exceeding 4 N from a 208

0.7 g actuator at bandwidths above 100 Hz Sîrbu et al. [2025]. On Earth, a vacuum pump 209

would be required to create this operating condition; in space, the environment provides it 210

at no mass or power cost. Second, the confining pressure for granular and layer jamming — 211

which terrestrially requires evacuating a sealed membrane with a pump — is provided for 212

free by the ambient vacuum differential against a pressurised inflatable interior Fitzgerald 213

et al. [2020]. Third, DEMES gripper geometry provides a passive negative feedback loop 214

in microgravity: grip force increases as a floating target drifts away from the actuator tip, 215

offering passive capture stability without active control — a property that is useful only in 216

the microgravity environment Araromi et al. [2015]. 217

These developments suggest that soft inflatable robotic systems are not merely terrestrial 218

technology adapted for space, but a distinct engineering discipline with unique environment- 219

enabled advantages. 220

Review Methodology 221

The literature for this survey was assembled through a structured search strategy span- 222

ning multiple databases and source types. Primary databases searched include Scopus, 223

Web of Science, NASA Technical Reports Server (NTRS), ESA’s publication repository, and 224

Google Scholar, using the following search term families: (i) “inflatable space structure” 225

OR “expandable habitat” OR “deployable membrane”; (ii) “soft robot*” AND “space” OR 226

“orbital”; (iii) “active debris removal” AND (“compliant” OR “soft” OR “inflatable”); and 227

(iv) technology-specific terms for each of the eight enabling areas (e.g., “dielectric elastomer 228

actuator space,” “fibre Bragg grating spacecraft,” “perovskite solar cell radiation”). The tem- 229

poral scope spans 1960 (Project Echo) to early 2026, with no lower date restriction applied. 230

Inclusion criteria required that sources address at least one of the two application domains 231

(ADR or exploration) or one of the eight enabling technology areas in a space-relevant con- 232

text. Conference proceedings were included when they represented the primary publication 233

venue for mission results (e.g., AIAA, IAC, IEEE Aerospace). NASA technical memoranda, 234

ESA reports, and agency mission documentation were included for heritage programme data 235

not available in peer-reviewed form. Corporate press releases and datasheets were included 236

only when no peer-reviewed alternative existed for specific mission or material property 237

data. The eight technology areas were selected based on a preliminary scoping review that 238

identified all subsystem-level capabilities required for an operational soft inflatable robotic 239

system at mission scale, following the principle that reviews in Progress in Aerospace Sci- 240

ences should enable the reader to assess system-level feasibility rather than component-level 241

performance alone. TRL assessments throughout the paper follow the NASA NPR 7123.1B 242

standard definitions NASA [2020]. 243

Survey Statistics 244

This survey reviews approximately 120 primary sources spanning the period from 1960 to 245

2026. Of these, approximately 74% are peer-reviewed journal papers or conference pro- 246

ceedings from indexed venues; the remainder comprises NASA technical memoranda, ESA 247

reports, and agency mission documentation. Coverage extends across eight technology areas 248

and two application domains, with the deepest literature pools in actuation (Zhang 2023 and 249

its references), inflatable habitats (Litteken 2019 and the TransHab programme), and space 250

debris (Kessler 1978 through ESA 2025). The survey is organised with application use cases 251

preceding the technology state-of-the-art review, following the principle that applications 252

should motivate the technology landscape rather than the reverse. 253

2 The Case for Soft Inflatables in Space 254

2.1 Space Debris Crisis and the Need for Active Removal 255

The accumulation of orbital debris is the defining environmental challenge of the space 256

age. Since Sputnik-1’s launch in 1957, every mission has contributed to a growing cloud of 257

defunct satellites, spent rocket stages, and collision fragments. The debris environment is 258

now characterised not merely by nuisance but by irreversible instability. 259

Current Debris Environment 260

The ESA Space Environment Report for 2025 provides the most current comprehensive 261

characterisation ESA Space Debris Office [2025]. As of early 2026, approximately 44,870 262

objects are tracked by ground-based surveillance networks, of which roughly one third are 263

operational satellites and two thirds are debris. The total catalogued population has grown 264

by more than 3,000 objects from fragmentation events in 2024 alone. At altitudes between 265

500 and 700 km — where ADR missions are most urgently needed — debris density is 266

Table 3
Table 3

comparable to or exceeds the density of active satellites. 267

Table 2: Current LEO debris population by size category (data from ESA Space Environment Report 2025 ESA Space Debris Office [2025]).

Size category Estimated count Trackable? Primary threat

> 10 cm ∼54,000 Yes (radar) Catastrophic collision 1–10 cm ∼1,200,000 No Mission-ending damage 1 mm – 1 cm ∼140,000,000 No Surface/solar panel damage < 1 mm > 1012 No Erosion/coating damage

Total mass ∼15,800 tonnes – –

More than 650 fragmentation events have occurred in orbit since 1961, with significant 268

contributors including the 2007 Chinese ASAT test (Fengyun-1C), the 2009 Cosmos-Iridium 269

collision, and the 2021 Russian ASAT test (Cosmos-1408). These events collectively added 270

thousands of trackable fragments and orders of magnitude more sub-centimetre particles. 271

The Kessler Syndrome: From Prediction to Confirmation 272

Kessler and Cour-Palais (1978) predicted that beyond a critical debris density, mutual col- 273

lisions among catalogued objects would generate fragments faster than atmospheric drag 274

could remove them, leading to an exponential growth cascade now called the Kessler syn- 275

drome Kessler and Cour-Palais [1978]. For nearly three decades this remained a theoretical 276

concern. Liou and Johnson (2006) demonstrated with the LEGEND orbital debris evolution 277

model that the predicted threshold has already been crossed in the 800–1000 km altitude 278

band: even if all future launches were halted immediately, the debris population in these 279

shells would continue to grow due to existing collision rates among currently catalogued 280

objects Liou and Johnson [2006]. Extended 200-year projections (Liou and Johnson 2008) 281

Table 4
Table 4

Projected (no ADR)

Projected (5 ADR/yr)

70,000

Number of catalogued objects in orbit

60,000

Mega-constellation

50,000

era begins Kessler & Cour-Palais (1978) prediction

40,000

ESA 2025: 44,870 tracked (∼54,000 est. >10 cm)

India ASAT (Mission Shakti)

30,000

China ASAT (Fengyun-1C)

20,000

10,000

Cosmos–Iridium

collision

0

1960 1970 1980 1990 2000 2010 2020 2030 2040 Year

Figure 1: Growth of the catalogued orbital debris population from 1960 to 2025, with projec- tions to 2040. Discrete fragmentation events (Chinese ASAT 2007, Cosmos-Iridium collision 2009) are visible as step increases. Red dashed line: projected growth without active de- bris removal. Green dashed line: projected stabilisation with five large-object removals per year Liou et al. [2010]. Data from ESA Space Environment Report 2025 ESA Space Debris Office [2025].

confirmed that the instability is neither transient nor recoverable without active interven- 282

tion Liou and Johnson [2008]. 283

The required rate of removal has been quantified. Liou et al. (2010) showed that removing 284

at least five large objects per year (primarily rocket bodies in the 800–1000 km band) is nec- 285

essary and sufficient to stabilise the LEO population over a 200-year projection horizon Liou 286

et al. [2010]. This represents an annual ADR cadence comparable to the total number of sig- 287

nificant deorbit missions conducted globally over the past decade — a formidable operational 288

challenge. 289

The Fragmentation Paradox 290

The dominant design approach to ADR — rigid robotic arms, exemplified by ESA’s ClearSpace- 291

1 mission targeting the PROBA-1 satellite — faces a fundamental tension. Rigid contact 292

with a non-cooperative, tumbling debris object generates impulsive forces at the contact 293

interface. For an 8-tonne ENVISAT-class object rotating at 5 deg/s, e.deorbit trajectory 294

analyses reveal peak joint torques of 195 Nm at structural limits Ledkov and Aslanov [2022], 295

while experimental harpoon tests in the RemoveDebris mission saw a carbon-fibre deploy- 296

able boom snap on contact with the capture target at 20 m/s Aglietti et al. [2020]. Arshad 297

et al. (2025) note explicitly that rigid grippers have “the potential to generate fragments 298

during the capturing phase” Arshad et al. [2025], and Chen et al. (2024) characterise single 299

contact-based caging approaches as “excessively risky for fast-tumbling targets” Chen et al. 300

[2024]. 301

This fragmentation paradox is quantifiable, but the relevant mechanism depends on target 302

scale. The NASA/ESA IMPACT model identifies a catastrophic fragmentation threshold of 303

10 J/g of specific energy at the contact interface Liou and Johnson [2006]. For small debris, 304

total rotational kinetic energy is often modest: a 100-kg object with characteristic radius 305

2Iω2 ≈0.095 J. For an 306

0.5 m has I ≈25 kg·m2, and ω = 5 deg/s = 0.0873 rad/s gives 1

ENVISAT-class 8-tonne target, however, I ≈1.7 × 104 kg·m2 at the same angular rate gives 307

1 2Iω2 ≈65 J, so concentrated energy absorption by gram-scale appendage hardware can 308

become physically meaningful. For sub-tonne targets, rigid-capture fragmentation risk is 309

therefore dominated less by total rotational energy than by impulsive contact stress applied 310

to degraded appendages and thin-walled structures. No published paper has conducted a 311

systematic quantitative comparison of fragment generation probability between rigid and 312

compliant capture mechanisms — this gap is identified as a priority experimental question 313

in Section 13. 314

Compliant and soft capture systems address the paradox by absorbing and redistributing 315

contact energy rather than transmitting impulsive forces. Eight distinct soft and compliant 316

capture approaches are reviewed in Section 3, ranging from gecko-inspired dry adhesives 317

(microgravity-validated at TRL 4–5 Jiang et al. [2017]) to DEMES grippers with mission 318

heritage on CleanSpace One Araromi et al. [2015] and inflatable robotic arms Palmieri et al. 319

[2023]. None has yet demonstrated in-flight capture, establishing a clear technology gap that 320

motivates the investment in flight demonstration infrastructure discussed in Section 13. 321

Operational Consequences 322

The operational burden of the debris environment is no longer theoretical. At 550 km altitude 323

— the operating shell of many Starlink satellites — the trackable debris density is sufficient 324

to require avoidance manoeuvres at a rate that consumes propellant reserves and interrupts 325

normal operations. Starlink’s 144,404 avoidance manoeuvres in H1 2025 (65-fold increase 326

from 2021 ESA Space Debris Office [2025]) represent a structural operational cost that scales 327

with constellation size. ESA’s own operational satellites execute hundreds of manoeuvres 328

annually, with collision avoidance emerging as a primary mission-operations driver. The 329

economic externality — uncontrolled debris imposes avoidance costs on all operators — 330

provides a market-failure argument for policy-mandated ADR that is increasingly reflected 331

in international guidelines Liou et al. [2010]. 332

2.2 Human Exploration Beyond LEO: The Habitat Challenge 333

The second driver for soft inflatable systems is the ambition for sustained human presence 334

beyond the ISS. NASA’s Artemis programme, ESA’s Moon Village concept, and private 335

ventures such as Orbital Reef collectively assume that humans will occupy permanent or 336

semi-permanent outposts in cislunar space, on the lunar surface, in Mars transit, and even- 337

tually on the Martian surface. All of these scenarios require pressurised habitable volumes 338

substantially larger than any single rigid module that can be launched within existing fairing 339

constraints. 340

The Mass and Volume Efficiency Argument 341

Valle et al. (2019) provide the definitive comparative analysis of inflatable versus metallic 342

pressurised structures Valle et al. [2019a]. Two distinct metrics matter: shell areal density 343

(mass per unit structural area) and realised volumetric density (module mass per unit pres- 344

surised volume). They are not equivalent. For a spherical habitat of radius R with shell areal 345

density σ, shell mass scales as 4πR2σ while pressurised volume scales as (4/3)πR3, so the 346

corresponding volumetric density is σV = 3σ/R. Volumetric density therefore decreases lin- 347

early with size, which is precisely why large inflatable habitats become increasingly attractive 348

Table 5
Table 5

relative to launch-fairing- limited rigid modules. 349

Table 3: Mass efficiency comparison of representative pressurised space modules (adapted from Valle et al. 2019 Valle et al. [2019a]). The final column is realised module mass divided by pressurised volume, not shell areal density.

Module Type Press. Vol. (m3) Mass (kg) Volumetric density (kg/m3)

TransHab concept Inflatable 339 13,200 39 BEAM (as-built) Inflatable 16 1,415 88 Columbus (ESA) Metallic 75 10,300 137 Tranquility (Node 3) Metallic 74 15,200 205

The mass efficiency advantage derives directly from material specific strength. Vectran 350

HT, the primary restraint-layer fabric in BEAM and TransHab, has a tensile strength of 351

3.0 GPa at a density of 1.40 g/cm3, yielding a specific strength of 2,330 kN-m/kg Valle 352

et al. [2019a]. Kevlar 49, similarly used for restraint and micrometeoroid and orbital debris 353

(MMOD) protection, achieves approximately 2,080 kN-m/kg at the fabric level (3.0 GPa 354

UTS, 1.44 g/cm3 density) or 2,500 kN-m/kg at the filament level (3.6 GPa UTS) DuPont 355

[2019]. These compare to Ti-6Al-4V at 220 kN-m/kg and aluminium 7075-T6 at 204 kN- 356

m/kg: the fabric advantage is approximately one order of magnitude. This difference directly 357

determines what pressurised volume can be delivered per kilogram of launch mass, and 358

therefore what human presence scenarios are economically feasible. 359

The volumetric launch efficiency is equally compelling. A 300 m3 pressurised module at 360

metallic density would mass approximately 40,000 kg — exceeding the cargo capacity of any 361

current or planned launch vehicle for a single module. The Sierra Space LIFE 285 habitat, 362

targeting approximately 300 m3 of pressurised volume, folds into a fairing-compatible package 363

and deploys on orbit, representing a volume achievable in a single launch that has no metallic- 364

module equivalent Sierra Space Corporation [2024]. 365

BEAM as Technology Proof 366

The BEAM module, delivered to the ISS by SpaceX CRS-8 in April 2016 and expanded 367

in May 2016, constitutes the highest-TRL demonstration of crewed inflatable space struc- 368

tures NASA Johnson Space Center [2017]. BEAM provides 16 m3 of pressurised volume at 369

a deployed mass of 1,415 kg and has maintained pressure integrity for more than eight years 370

without rigidisation. Operational experience includes periodic crew access for inspection and 371

equipment storage, structural health monitoring via embedded accelerometers and impact 372

detection systems, and characterisation of the thermal, radiation, and MMOD environment. 373

BEAM’s deployment was not without difficulty: initial expansion attempts on 28 May 374

2016 required 25 pressurisation bursts over approximately seven hours to overcome friction 375

between compressed softgoods layers, compared to the planned single-burst expansion. This 376

experience provided critical engineering data on fold-compression set and deployment relia- 377

bility that directly informs the design of future autonomous deployment systems. Kennedy 378

(2002) documents the TransHab programme’s prior exploration of this challenge, including 379

burst pressure tests to 4× operating pressure and the critical importance of restraint-layer 380

preloading for deployment force prediction Kennedy [2002]. 381

Radiation: The Honest Assessment 382

BEAM data from the September 2017 solar particle event (SPE) revealed a critical finding 383

that must be stated clearly NASA Johnson Space Center [2017]. Absorbed dose measure- 384

ments in BEAM during the SPE were approximately 2–2.5 mGy, compared to approximately 385

0.25 mGy measured simultaneously in adjacent metallic ISS habitable volumes — an 8–10× 386

ratio. This finding demonstrates that fabric walls alone provide substantially less radiation 387

shielding than the aluminium walls of conventional modules. 388

This is not a disqualifying result, but it is a design constraint. The TransHab architecture 389

addressed this through a water-wall concept: a ∼10 cm thick water reservoir integrated into 390

the inner wall layers that provides both radiation shielding (hydrogen-rich material) and 391

useful crew water storage. Wang et al. (2025) review passive shielding materials for space 392

and confirm that polyethylene/aluminium composites achieve at least a 27.8% mass saving 393

relative to aluminium-only shielding for equivalent radiation protection Wang et al. [2025]. 394

The design solution is established; its implementation requires deliberate integration rather 395

than passive reliance on wall thickness. 396

2.3 Unifying Thesis: Shared Fabric Technology Across Applications 397

The central organising principle of this survey is that the high-strength fabric technology 398

enabling inflatable habitats is the same technology enabling compliant ADR capture arms, 399

large deployable debris shields, and the soft robotic systems operating within and around 400

both. This material unity has engineering consequences that extend beyond mere analogy. 401

Table 6
Table 6

Material Traceability Across Applications 402

Table 4 maps the four primary fabric families across their roles in different application do- 403

mains. The key observation is that the same material qualification data — creep behaviour, 404

AO erosion yield, UV degradation rate, thermal cycling tolerance — is relevant across all 405

applications. A Vectran creep characterisation campaign conducted for habitat restraint- 406

layer lifetime prediction Weadon [2013] is directly applicable to Vectran inflatable robotic 407

arm links Palmieri et al. [2023]. A Nextel/Kevlar debris shield hypervelocity test cam- 408

paign Destefanis et al. [2003] produces data applicable to both habitat MMOD protection 409

and inflatable debris shield design Cha et al. [2024]. 410

Table 7
Table 7

Table 4: Shared fabric technology across application domains. The same material families serve multiple functions, sharing qualification heritage and manufacturing processes.

Material Habitat role ADR role Robotic arm role

Vectran HT Restraint layer (primary load) Inflatable arm links Inflatable ma- nipulator links Kevlar 49 MMOD rear wall; restraint co-layer

Net tether; shield backing Arm outer jacket

Nextel 440 MMOD bumper (ceramic) Debris shield bumper layer –

Kapton/Mylar MLI outer lay- ers; bladder liner Shield thermal layer Bladder inner liner Beta cloth AO-resistant outer cover – AO-resistant cover

The Mars Airbag Precedent 411

Vectran’s role in the Mars Pathfinder (1997), Mars Exploration Rover (2004), and subse- 412

quent airbag systems provides heritage that extends beyond Earth orbit. These missions 413

demonstrated that Vectran-based inflatable structures can survive the combined stresses of 414

launch vibration, interplanetary cruise, hypervelocity atmospheric entry, and impact landing 415

on an extraterrestrial surface Litteken [2019]. The qualification data base thus spans not 416

merely LEO but the full range of conditions relevant to deep space exploration — a heritage 417

directly relevant to future Mars transit habitat designs. 418

Origami Geometry Unifies Packaging and Protection 419

A particularly striking example of cross-domain material unification is the Inflatable Modular 420

Space Shield (IMSS) proposed by Cha et al. (2024) Cha et al. [2024]. The IMSS uses a wa- 421

terbomb origami tessellation to fold a multi-layer ultra-high-molecular-weight polyethylene 422

(UHMWPE)/Kevlar/Nextel shield into a package achieving 90% volume reduction relative 423

to a rigid Whipple shield of equivalent protection. The same Miura-ori and waterbomb 424

fold patterns Miura [1985] used in IMSS for debris shield deployment are the canonical fold 425

patterns for large membrane space structures generally Schenk et al. [2014] — packaging 426

efficiency and multi-shock protection are simultaneously optimised by the same tessellation 427

geometry. 428

Scale-Dependent Challenges 429

While the material foundation is shared, the engineering challenges depend strongly on scale. 430

The scale-dependent challenge landscape can be summarised as follows: at centimetre scale 431

(soft gripper fingers), actuation force and contact compliance dominate the design; at metre 432

scale (inflatable arms, BEAM-class habitats), deployment mechanics and pressure-retention 433

integrity dominate; at 10-metre scale (large solar concentrators, small debris shields), control- 434

structure interaction begins to matter; at 100-metre scale (large debris shields, solar power 435

collectors), attitude and orbit control, aerodynamic drag compensation, power generation, 436

and thermal management become the primary engineering challenges, for which no flight 437

heritage exists. 438

This survey is organised to trace the technology from its best-proven applications (TRL 9 439

materials, TRL 9 BEAM habitat, TRL 8–9 rigid solar arrays) through to the most speculative 440

future capabilities (TRL 2–3 pressure-stabilised membrane AOCS, TRL 3–4 vacuum-gap 441

actuation), making explicit at each stage what is demonstrated, what is extrapolated, and 442

what requires new research. 443

Why Soft? Why Inflatable? Why Now? 444

Three converging developments make this survey timely. 445

Material advances. Vectran and Kevlar have matured to TRL 9 in space environments. 446

Perovskite/CIGS tandem solar cells, demonstrated at 2,100 W/kg with 85% proton radia- 447

tion retention after equivalent 50-year LEO exposure Lang et al. [2020], promise to integrate 448

power generation into inflatable membrane layers at specific powers unachievable with con- 449

ventional rigid panels. Cryogenic metallic cable-based soft robots (Foster-Hall et al. 2025) 450

maintain full range of motion at −196 ◦C, solving the elastomer embrittlement problem for 451

deep-space applications Foster-Hall et al. [2025]. 452

Mission context. The commercial station era (Orbital Reef, Axiom, LIFE, Starlab) cre- 453

ates the first sustained market demand for habitable volume beyond ISS. ESA’s ClearSpace-1 454

mission, targeting PROBA-1 for retrieval in the late 2020s, establishes ADR as an opera- 455

tional rather than experimental activity. The convergence of launch cost reduction (SpaceX 456

Falcon 9, Starship) with mission demand means that the technology development cost of 457

inflatable systems is now justifiable against a credible mission pull. 458

Paradigm shift. As outlined in Section 1, the space environment is increasingly un- 459

derstood as a resource for soft robotic systems rather than an obstacle. Vacuum-gap ac- 460

tuation Sîrbu et al. [2025], jamming without pumps Fitzgerald et al. [2020], and passive 461

microgravity compliance Araromi et al. [2015] represent a qualitative shift in what the space 462

environment enables. This survey maps these opportunities systematically across the full 463

technology stack. 464

The following sections develop the application use cases (Sections 3 and 4) before re- 465

viewing the enabling technology state-of-the-art (Sections 5–12), and concluding with a 466

consolidated gap analysis and research roadmap (Section 13). 467

3 Use Cases: Active Debris Removal 468

The orbital debris environment—characterised in Section 2.1—represents the most urgent 469

operational motivation for soft inflatable robotic systems in space. With over 54,000 esti- 470

mated objects larger than 10 cm, 15,800 tonnes of total orbital mass, and a 65-fold increase 471

in Starlink collision avoidance manoeuvres since 2021 ESA Space Debris Office [2025], the 472

operational urgency is undeniable. 473

The scientific foundation for active debris removal (ADR) was established by Kessler and 474

Cour-Palais Kessler and Cour-Palais [1978], who developed the first mathematical model pre- 475

dicting cascading collisional fragmentation in low Earth orbit (LEO). Their analysis identified 476

three debris population regimes—stable, critical, and cascading—and predicted the forma- 477

tion of a debris belt within a century. Subsequent Monte Carlo simulations by Liou and 478

Johnson Liou and Johnson [2006, 2008] using the NASA LEGEND model with 200-year pro- 479

jections across 50 runs demonstrated that the LEO debris population had already crossed 480

the instability threshold: the number of objects would continue to grow even with zero future 481

launches. Their work quantified the minimum intervention rate, establishing that at least 482

five large objects per year must be removed from the 800–1000 km altitude bands to stabilise 483

the environment Liou et al. [2010]. At approximately 550 km altitude, debris spatial density 484

now equals active satellite density—an unprecedented situation that fundamentally changes 485

the risk calculus for orbital operations ESA Space Debris Office [2025]. 486

This section examines the role of soft and inflatable systems in addressing the debris 487

challenge. We first review conventional rigid capture approaches and their inherent fragmen- 488

tation risk (Section 3.1), then survey eight distinct soft and compliant capture mechanisms 489

(Section 3.2), and finally discuss inflatable debris shields as passive protection infrastructure 490

(Section 3.3). 491

3.1 Rigid Capture Approaches and Fragmentation Risk 492

Active debris removal using rigid robotic manipulators has been the dominant paradigm in 493

mission planning for the past two decades. Rybus Rybus [2024] provides the most recent 494

comprehensive review in Progress in Aerospace Sciences of rigid manipulators for on-orbit 495

servicing and ADR, covering flight-heritage systems such as the Canadarm and the European 496

Robotic Arm (ERA), cancelled missions including ESA’s e.deorbit, and planned missions 497

such as ClearSpace-1. The review documents the extensive engineering heritage of rigid 498

robotic arms but also explicitly acknowledges the potential for fragmentation generation 499

during debris capture Rybus [2024]. 500

Ledkov and Aslanov Ledkov and Aslanov [2022] survey the full spectrum of ADR meth- 501

ods in Progress in Aerospace Sciences, including nets, harpoons, robotic arms, tentacles, ion 502

beam shepherding, laser ablation, electrostatic tractors, and electrodynamic tethers. Their 503

analysis notes that contactless methods such as ion beam shepherding—capable of deorbit- 504

ing a 2-tonne debris object in 3–4 months—carry zero mechanical impact risk, but require 505

extended proximity operations and significant power budgets. Contact-based methods, while 506

operationally faster, necessarily introduce mechanical loads to the target. 507

The only in-orbit ADR technology demonstration to date is the RemoveDebris mission, 508

documented by Aglietti et al. Aglietti et al. [2020]. This mission successfully demonstrated 509

net capture of a CubeSat at 5 cm/s relative velocity and 7 m separation distance, as well 510

as harpoon firing at 20 m/s into a target panel at 1.5 m range. Two results are particu- 511

larly instructive. First, the net capture succeeded but was conducted against a cooperative 512

2U CubeSat (expanded to approximately 1 m pyramidal target), which is not representative 513

of real debris targets of 500 kg–8 tonnes tumbling at 1–5 deg/s. Second, and more critically, 514

the harpoon test resulted in the snapping of the carbon fibre boom from impact forces, de- 515

spite the harpoon itself being retained by its tether Aglietti et al. [2020]. This structural 516

failure during a controlled test illustrates the magnitude of impulse loads that contact-based 517

capture imposes. 518

3.1.1 The Fragmentation Paradox 519

The central paradox of rigid-body ADR is that the very act of removing debris may generate 520

new fragments, potentially worsening the environment it aims to protect. This concern is 521

supported by multiple lines of evidence: 522

• Zhang et al. Zhang et al. [2023b] note that rigid manipulation “has the potential to 523

generate fragments during [the] capturing phase, hence increase [the] risk of further 524

space debris.” 525

• Chen et al. Chen et al. [2024] assess that “single contact-based caging [is] excessively 526

risky for fast-tumbling targets with unknown mass—momentum transfer could create 527

new debris.” 528

• Dynamic simulations of the cancelled e.deorbit mission show peak torques of 195 Nm 529

at the manipulator joints when attempting to capture a target tumbling at only 5 deg/s 530

(the ENVISAT upper stage) Stolfi et al. [2017], reaching the operational limits of the 531

robotic joints. 532

• The Aerospace Corporation’s IMPACT model establishes 10 J/g specific energy as the 533

threshold for catastrophic fragmentation of a satellite Aerospace Corporation [2020]. 534

ClearSpace-1, the first contracted commercial debris removal mission (ESA, €86M con- 535

tract), plans to use four rigid robotic arms to capture the Proba-1 satellite (95 kg, 0.6×0.6× 536

0.8 m) ClearSpace SA and European Space Agency [2020]. The mission’s planning was itself 537

disrupted by the debris problem: the original target, the VESPA upper stage, was struck by 538

a tracked debris object during mission preparation, illustrating the cascading urgency of the 539

debris environment ClearSpace SA and European Space Agency [2020]. Launch is currently 540

planned for approximately 2029. 541

To place the fragmentation risk in perspective, we separate contact stress from rotational 542

energy. A rigid robotic arm exerting 195 Nm of torque at a 0.5 m lever arm produces a 543

contact force of 390 N. If this force acts over a contact area of 10 cm2 on a honeycomb panel 544

with typical crush strength of 1–3 MPa, the resulting stress of 0.39 MPa falls below the 545

crush threshold of the primary structure; if the load is concentrated into a 1 cm2 bracket, 546

hinge, or fastener contact, the local stress rises to 3.9 MPa. The fragmentation risk is 547

therefore not primarily to the strongest structural components, but to the most vulnerable: 548

degraded solar panel hinge joints, aged thermal blanket fasteners, corroded aluminium alloy 549

brackets, and antenna feed structures that have experienced decades of thermal cycling, UV 550

degradation, and atomic oxygen erosion. These appendage materials may have lost 30– 551

60% of their original strength through environmental degradation, reducing effective crush 552

thresholds well below nominal values. 553

The total rotational kinetic energy check is correspondingly scale-dependent. At 5 deg/s 554

(0.0873 rad/s), a 100 kg object with characteristic radius 0.5 m has I ≈25 kg·m2 and only 555

1 2Iω2 ≈0.095 J of rotational kinetic energy, so the IMPACT catastrophic fragmentation 556

threshold of 10 J/g Aerospace Corporation [2020], Johnson et al. [2001] is not a useful 557

bulk-energy argument for sub-tonne debris. For an ENVISAT-class object (m ≈8,000 kg, 558

I ≈1.7 × 104 kg·m2) tumbling at the same angular rate, the stored rotational energy is 559

approximately 65 J; concentration of that energy into gram-scale appendage hardware gives 560

specific energies of order 6–65 J/g. A compliant grasp distributing contact force and despin 561

energy over a larger area and longer time period reduces peak local stress and specific energy 562

by one to two orders of magnitude. 563

The fragmentation risk is therefore physically plausible and supported by qualitative as- 564

sessments, though not yet experimentally quantified. This survey adopts the precautionary 565

principle: compliant capture is preferred until quantitative data become available, on the 566

basis that the consequences of inadvertent fragmentation during ADR—potentially generat- 567

ing hundreds of new tracked objects—are severe enough to warrant risk-averse technology 568

selection even in the absence of definitive comparative data. A comprehensive, quantita- 569

tive comparison of fragmentation probability as a function of contact compliance remains 570

Table 8
Table 8

the single highest-priority open experimental question the community must address (see 571

Section 13). 572

Table 5 summarises the principal ADR technology classes, their technology readiness 573

levels (TRL), contact characteristics, and assessed fragmentation risk. 574

3.2 Soft and Compliant Capture Mechanisms 575

The fragmentation risk inherent in rigid capture has motivated the development of soft and 576

compliant alternatives that absorb, rather than transmit, kinetic energy during the capture 577

interaction. Eight distinct soft and compliant capture approaches have been documented in 578

the literature, all currently at TRL 2–5. We review each in turn, organised by their operating 579

principle: adhesion-based, bistable/passive, inflatable-arm, and net-plus-inflatable systems. 580

3.2.1 Gecko-Inspired Dry Adhesive Grippers 581

The most mature soft capture technology is the gecko-inspired dry adhesive gripper demon- 582

strated by Jiang et al. Jiang et al. [2017]. Published in Science Robotics, this system uses 583

shear-activated van der Waals adhesion pads with a load-sharing tendon-pulley mechanism 584

that scales adhesion from small patches to large contact areas. Critically, a nonlinear pas- 585

sive wrist provides high stiffness during normal manipulation but becomes compliant under 586

overload, offering inherent protection against excessive contact forces. 587

The gecko gripper was validated in actual microgravity during NASA parabolic flight 588

campaigns, achieving capture success rates of 100% for spherical targets, 75% for cubic tar- 589

gets, and 81% for cylindrical targets, with objects up to approximately 400 kg and diameters 590

exceeding 1 m Jiang et al. [2017]. Failures were attributed to human operator misalignment 591

rather than adhesive performance. The system achieves essentially zero mechanical impact 592

force—a fundamental advantage for fragmentation avoidance. We note, following the taxon- 593

omy of Shintake et al. Shintake et al. [2018], that the gecko gripper is more precisely classified 594

as a compliant end-effector mechanism on a rigid platform rather than a fully soft robotic 595

system; nevertheless, its compliant capture interface directly addresses the fragmentation 596

Table 9
Table 9

Table 5: Comparison of active debris removal technology classes. Fragmentation risk is assessed qualitatively based on published evidence; a quantitative comparison remains an open research gap.

Method TRL Contact Frag. Risk Key Limitation

Rigid robotic arm 5–6 Direct, rigid High Peak torques at joint limits; brittle appendage damage Harpoon 6 Penetrative Very high Boom failure in RemoveDebris; target perforation Thrown net 7 Enveloping Moderate Impulse at net closure; entanglement dynamics Ion beam shepherd 4 Contactless None 3–4 month timeline; high power Laser ablation 3 Contactless None Pointing accuracy; space weapon concerns Gecko adhesive 4–5 Shear adhesion Very low Clean surfaces assumed; no tumbling test Soft/inflatable arm 2–3 Compliant Low Precision; pneumatic in vacuum Bistable gripper 2–3 Passive snap Low Energy barrier tuning; untested in vacuum Net + inflatable (INSIDeR) ∼4 Controlled net Low System integration unproven in orbit

concern. At TRL 4–5, it represents the highest-readiness soft capture technology, though 597

significant gaps remain: all testing used cooperative (stationary) targets, and performance 598

under space vacuum, UV radiation, atomic oxygen exposure, and thermal cycling has not 599

been demonstrated. 600

3.2.2 Dielectric Elastomer Minimum Energy Structure (DEMES) Grippers 601

Araromi et al. Araromi et al. [2015] developed a DEMES-based deployable gripper explic- 602

itly for the CleanSpace One ADR mission. The device uses dielectric elastomer actuators 603

(DEAs) bonded to a flexible frame, achieving rollable compact storage and deployment to 604

a multi-segment gripper with bending angles exceeding 60°. Each arm produces forces in 605

the mN range, sufficient only for microgravity manipulation of small, lightweight targets. 606

The system demonstrated over 860,000 actuation cycles with individual arm mass below 607

0.65 g Araromi et al. [2015]. At TRL 3–4, the DEMES gripper is notable as the only soft 608

capture device explicitly designed for an actual ADR mission, although the CleanSpace One 609

mission architecture subsequently evolved without the gripper flying. Key limitations in- 610

clude the high operating voltage (∼kV) required for DEAs in vacuum (arcing risk) and the 611

absence of cryogenic or thermal cycling testing. 612

3.2.3 Bistable and Passive Capture Grippers 613

Two distinct bistable gripper concepts have been proposed for ADR. Liu et al. Liu et al. 614

[2023] developed a bistable snap-through gripper that captures targets using the kinetic 615

energy of the collision itself, requiring no external power for the grasping action. The gripper 616

deforms on contact, absorbs kinetic energy, triggers a bistable snap, and locks into the closed 617

configuration. The energy barrier is adjustable through pre-deformation of the bistable 618

elements, allowing tuning for different target masses and approach velocities Liu et al. [2023]. 619

This passive capture concept eliminates the need for precise actuation timing—a significant 620

advantage for tumbling, non-cooperative targets. 621

Zhang et al. Zhang et al. [2023c] propose a Venus flytrap-inspired bistable origami gripper 622

actuated by a shape memory alloy spring actuator (SMASA) that provides slow energy 623

storage followed by rapid release, with a DEA bristle-locking structure that prevents target 624

escape after capture. Capture is achieved within approximately 300 ms, and the device has 625

been demonstrated on complex geometries including asteroid models and spacecraft mock- 626

ups Zhang et al. [2023c]. Both bistable concepts remain at TRL 2–3, with no vacuum, 627

thermal, or microgravity testing. 628

3.2.4 Thermally Qualified Soft Grippers 629

Addressing the thermal environment is critical for any space capture mechanism. Ruiz 630

Vincueria et al. Ruiz Vincuería et al. [2024] developed a multi-layered soft gripper combining 631

TPU, silicone, PTFE, and aerogel layers, tested across the full orbital thermal range from 632

−180°C to +220°C. A counter-intuitive but operationally significant finding is that grasping 633

forces increase by 220% at cryogenic temperatures due to cold stiffening of the elastomeric 634

layers, while decreasing by at most 50% at the hot extreme Ruiz Vincuería et al. [2024]. The 635

gripper uses MoS2 solid lubricant for vacuum compatibility and is available in dual and quad 636

arm configurations. This work provides the most quantitative thermal performance data 637

for any soft capture device and explicitly compares its approach against the ClearSpace-1 638

and Astroscale rigid arm architectures. However, all testing was conducted in laboratory 639

conditions without vacuum, radiation, or microgravity validation (TRL 2). 640

Foster-Hall et al. Foster-Hall et al. [2025] introduce a fundamentally different approach 641

to the cryogenic challenge: metallic cable-driven soft robotic structures tested at −196°C in 642

liquid nitrogen. Unlike elastomeric soft robots that embrittle at cryogenic temperatures, the 643

modular metallic cable structures exhibited only 5% stiffness increase over 100 actuation cy- 644

cles, maintained full range of motion, and showed no microfractures under scanning electron 645

microscopy—consistent with cold-working behaviour in stainless steel rather than brittle 646

failure Foster-Hall et al. [2025]. Two-dimensional grasping was demonstrated at −196°C. At 647

TRL 2–3, this work opens a new design paradigm for soft space robotics beyond elastomers, 648

though three-dimensional manipulation and vacuum testing remain to be demonstrated. 649

3.2.5 Inflatable Robotic Arms for Capture 650

Palmieri et al. Palmieri et al. [2023] developed the POPUP robot: a 7-DOF manipulator 651

with inflatable links and rigid electric motor joints, incorporating visual servoing via dual 652

cameras and high-stiffness fibre reinforcement. The inflatable links provide significant mass 653

and volume reduction compared to equivalent rigid arms, and simulation demonstrates debris 654

capture feasibility despite the inherent compliance of the links Palmieri et al. [2023]. A 3- 655

DOF ground prototype has been statically characterised (TRL 3), but key challenges remain: 656

the compliance of inflatable links reduces end-effector positioning precision, the pneumatic 657

inflation system must operate in vacuum, and no thermal or radiation testing has been 658

performed. 659

3.2.6 INSIDeR: Net Capture with Inflatable Deployment 660

The Innovative Net and Space Inflatable structure for active Debris Removal (INSIDeR) 661

is a patented CNES/ESA-funded concept that combines the proven in-orbit heritage of 662

net capture (demonstrated by RemoveDebris) with inflatable deployment structures CT 663

Ingénierie et al. [2017, 2021]. The system architecture comprises an inflatable ring and 664

two inflatable masts that deploy and guide a capture net, followed by a deorbit tether for 665

removal. The complete capture sequence proceeds through six phases: inflation of the ring 666

and masts, net deployment, approach boost, mast detachment and deflation, net capture, 667

and tether-assisted deorbit CT Ingénierie et al. [2017]. 668

A key innovation is that the inflatable masts provide controlled, slow net dynamics, 669

eliminating the large impulse peaks associated with conventional spring-ejected nets and 670

thereby reducing momentum transfer to the target CT Ingénierie et al. [2021]. The system 671

packages into a cube of approximately 50 cm per side, forming a plug-and-play ADR kit 672

adaptable to any target mass, morphology, or tumbling rate. Developed over 15 years by 673

CT Ingénierie and AirCaptif (Michelin group) with CNES and ESA co-funding, INSIDeR has 674

reached TRL ∼4 at the system level (individual subsystem technologies at TRL 5+), with 675

a ground demonstrator under construction as of 2021 CT Ingénierie et al. [2021]. ABAQUS 676

finite element simulations have confirmed net capture feasibility. 677

Table 10
Table 10

Table 6 provides a comprehensive comparison of all documented soft and compliant cap- 678

ture approaches. 679

Table 11
Table 11

102

Tendon-driven

Gecko adhesive

Vacuum-gap electrostatic

SMA (one-shot)

101

Inflatable arm

Force output (N)

Bistable gripper

100

10−1

10−2

Category / Est. mass

Adhesive Electroactive Mechanical Shape memory Passive

Pneumatic 0.1 kg 2 kg 5 kg

DEMES / DEA

10−3

Flight qualified

INSIDeR (net capture, TRL 4) Concept Validation

1 2 3 4 5 6 7 8 9 10 Technology Readiness Level (TRL)

Figure 2: Force output versus technology readiness level (TRL) for soft and compliant cap- ture approaches. Marker size indicates system mass. The gecko adhesive gripper occupies the highest-TRL, highest-force quadrant, representing the most flight-ready soft capture technology.

The most significant observation from this landscape is the absence of orbital flight 680

heritage for any soft capture system. The gecko adhesive gripper, at TRL 4 with microgravity 681

validation, and INSIDeR, at TRL 4 with system-level ground demonstration, represent the 682

nearest-term candidates for flight demonstration. We identify the combination of a gecko 683

adhesive gripper mounted on an inflatable arm with fibre Bragg grating structural health 684

monitoring (see Section 8.1) as the most flight-ready near-term soft ADR demonstrator—a 685

system that leverages the highest-TRL end-effector, the mass efficiency of inflatable links, 686

and embedded sensing for operational awareness. 687

3.3 Inflatable Debris Shields 688

Beyond active capture, inflatable structures offer a complementary approach to the debris 689

problem through passive shielding. Conventional rigid Whipple shields Christiansen [2009], 690

which use spaced aluminium bumper plates to disrupt and disperse hypervelocity projectiles 691

before they reach the pressure wall, are effective but carry significant mass and volume 692

penalties. The substitution of rigid bumper plates with flexible fabric layers—using the 693

same high-strength materials (Nextel ceramic fabric, Kevlar, and ultra-high molecular weight 694

polyethylene, UHMWPE) that form the basis of inflatable habitat walls—enables deployable 695

shields with dramatically improved packaging efficiency. 696

Destefanis et al. Destefanis et al. [2006] demonstrated that stuffed Whipple shields using 697

Nextel and Kevlar layers protect against projectiles twice the diameter of those stopped by 698

Table 12
Table 12

Table 6: Technology readiness and performance comparison of soft and compliant capture mechanisms for active debris removal. No soft capture system has flown an orbital capture mission to date.

Approach Key Reference TRL Force Output µg Test Key Limitation

4a ≤400 kg objects Yes Clean surfaces; no tumbling

Gecko adhesive Jiang 2017 Jiang et al. [2017]

3b mN range No Very low force; HV arcing

DEMES/DEA Araromi 2015 Araromi et al. [2015]

Inflatable arm Palmieri 2023 Palmieri et al. [2023]

3 Not quantified No Low precision; pneumatic in vacuum Flytrap origami Zhang 2023 Zhang et al. [2023c]

2–3 Bistable snap No SMA slow reset; HV in vacuum

Bistable gripper Liu 2023 Liu et al. [2023] 2 Passive (KE input) No Energy barrier tuning Cryo metallic Foster-Hall 2025 Foster- Hall et al. [2025]

2–3 Not quantified No 2D only; no vacuum

Thermal multi-layer Ruiz 2024 Ruiz Vin- cuería et al. [2024]

2 +220% at cryo No Lab only; no vacuum

INSIDeR (net+infl.) ESA SDC 2017/21 CT Ingénierie et al. [2017, 2021]

4 N/A (net) Sim. only System integration

aTRL 4 per NASA NPR 7123.1B: parabolic flight (∼20 s µg per parabola) constitutes component validation in a simulated relevant environment rather than a fully relevant orbital environment (TRL 5). bTRL 3: 860,000 cycles demonstrated in ambient conditions, but no space environment testing (vacuum, thermal cycling, radiation) performed.

standard aluminium Whipple shields at equal areal density. This finding established the 699

performance advantage of fabric-based shielding architectures that underlies both habitat 700

micrometeoroid and orbital debris (MMOD) protection and standalone shield concepts. 701

Cha et al. Cha et al. [2024] present the Inflatable Multi-Shock Shield (IMSS), which ap- 702

plies waterbomb tessellation origami to create a deployable multi-bumper debris shield that 703

expands approximately 80% beyond its initial radius while achieving 90% volume savings 704

compared to an equivalent rigid Whipple shield. The IMSS uses UHMWPE fibre for ballistic 705

protection within a five-bumper configuration, with 50 mm bumper spacing accommodated 706

in a 400 mm stowed stack Cha et al. [2024]. A critical design feature is that all material 707

in the deployed configuration contributes to debris protection—there is no structural dead 708

weight. The origami fold geometry that enables compact packaging simultaneously creates 709

the inter-bumper spacing required for effective hypervelocity projectile disruption, embody- 710

ing a dual-functionality design principle applicable to large deployable structures generally 711

(see Section 4.3 for related deployment mechanics). 712

At TRL 2–3, the IMSS concept requires further development in hypervelocity impact 713

validation, large-scale (>10 m) deployment demonstration, and inflation system design. 714

Nevertheless, the material commonality between inflatable debris shields, inflatable habi- 715

tat MMOD layers, and inflatable robotic arm structural fabrics reinforces the survey’s 716

central thesis: the same high-strength fabric technology base—Vectran, Kevlar, Nextel, 717

UHMWPE—enables debris capture, debris protection, and habitable volume creation. 718

For very large-scale applications, inflatable debris shields of 100 m class have been pro- 719

posed as orbital infrastructure to protect high-value assets or clear debris corridors. Such 720

structures would require the attitude and orbit control technologies discussed in Section 11 721

and the robotic in-orbit assembly capabilities reviewed in Section 12, linking the passive 722

protection concept back to the active robotic systems that are the primary focus of this 723

survey. 724

4 Use Cases: Habitats and Exploration 725

Inflatable space structures for human habitation represent the second major application 726

domain where soft and flexible technologies offer transformative advantages over conventional 727

rigid systems. The fundamental value proposition is mass efficiency: high-strength fabrics 728

such as Vectran and Kevlar possess specific tensile strengths of 2,330 and 2,080 kN·m/kg 729

respectively at the fabric level (or 2,500 kN·m/kg for Kevlar 49 filament)—more than an 730

order of magnitude greater than titanium alloy Ti-6Al-4V at 220 kN·m/kg or aluminium 731

7075 at 204 kN·m/kg Valle et al. [2019a]. This advantage translates directly into the ability 732

to launch habitable volumes that would be physically impossible with metallic construction 733

within current launch vehicle fairing constraints. A fabric-walled habitat is not merely a 734

lighter alternative to a metallic module; it enables architectural possibilities—volumes of 735

300–1,400 m3—that have no rigid equivalent. 736

This section traces the heritage of inflatable space habitation from its origins in 1960 to 737

the present day (Section 4.1), reviews current commercial programs (Section 4.2), surveys 738

future concepts for lunar, Martian, and planetary applications (Section 4.3), and addresses 739

the critical issue of radiation shielding with an honest assessment of the BEAM solar particle 740

event findings (Section 4.4). 741

4.1 Heritage Timeline: Echo to BEAM 742

Table 13
Table 13

The heritage of inflatable space structures spans over six decades, progressing through a 743

non-linear TRL trajectory marked by both remarkable successes and programmatic setbacks. 744

Table 14
Table 14

Table 7 summarises the key milestones. 745

Table 7: Heritage timeline of inflatable space structures, from passive communication reflec- tors to human-rated orbital habitats. TRL ratings reflect achieved (not planned) readiness at programme conclusion or present status.

Year Programme TRL Key Achievement

1960 Echo 1 (NASA) 9 30.5 m (100 ft) Mylar sphere; 8+ years on-orbit; global communications relay 1965 Volga airlock (USSR) 9 First human-rated inflatable; Voskhod-2 EVA (Leonov); 40 airbags, 3 independent groups, 7 min inflation 1996 IAE/Spartan 207 (NASA) 7 14 m antenna; 28 m Kevlar/Neoprene booms; Shuttle deployment demonstration 1997 Mars Pathfinder airbags 9 Vectran fabric; operational landing on 3 missions (Pathfinder, Spirit, Opportunity) 1997–2000 TransHab (NASA JSC) 5–6 8.2 m × 11 m; 5-layer shell; tested to 4× operating pressure; cancelled by Congress (HR 1654) 2006–07 Genesis I/II (Bigelow) 7–8 Orbital validation; 2.5+ years on-orbit; pressure retention confirmed 2009 IRVE-II (NASA LaRC) 7 3 m inflatable reentry vehicle experiment; suborbital demonstration 2016+ BEAM (Bigelow/NASA) 9 16 m3; 1,415 kg; 8+ years on ISS; converted to cargo storage; operational 2022 LOFTID (NASA) 7–8 6 m inflatable aerodecelerator; orbital reentry at Mach 30

4.1.1 Early Inflatables: Echo and Volga (1960–1965) 746

Project Echo, initiated by NASA in 1960, deployed Echo 1 as a 30.5 m diameter Mylar 747

balloon serving as a passive communications reflector Litteken [2019]. The satellite operated 748

for over eight years and enabled global communications experiments and geodetic measure- 749

ments. Echo 2 (1964) advanced the concept with a rigidisable aluminium foil/Mylar laminate 750

structure. While neither was habitable, the Echo programme demonstrated that large, thin- 751

walled inflatable structures could survive the LEO environment for extended periods. 752

LIFE in-space test

(∼2026, planned)

Table 15
Table 15

TRL 6

Volga airlock

IRVE-II

Table 16
Table 16

(1965)

(2009)

TRL 9

Echo 1 (1960)

Mars Pathfinder

Genesis I

BEAM (2016)

ClearSpace-1 (∼2029, planned)

TRL 7

(1997)

(2006)

TRL 9

TRL 9

TRL 8

TRL 8

TRL 5

Table 17
Table 17
Table 18
Table 18

Echo 2 (1964)

IAE / Spartan 207

IRVE-3

LOFTID

Genesis II

(1996)

(2012)

(2022)

InflateSail

(2007)

TRL 9

TRL 7

TRL 7

TRL 7

(2017)

TRL 8

TransHab

TRL 7

Sierra LIFE (UBP)

(1999)

(2024)

TRL 6

NASA Commercial

ESA / International Planned

TRL 5

1960 1970 1980 1990 2000 2010 2020 2030 Year

Figure 3: Heritage timeline of inflatable space structures from Echo 1 (1960) to LOFTID (2022), illustrating the progression from passive communication reflectors through human- rated habitats to active aerodynamic decelerators. Colour coding indicates programme ori- gin; marker size reflects achieved TRL.

The Volga airlock, deployed for the Voskhod-2 mission in 1965, represents the first human- 753

rated inflatable space structure Litteken [2019]. Designed for Alexei Leonov’s historic first 754

spacewalk, the Volga used 40 airbags arranged in three independent groups to inflate a 2.4 m 755

long, 1.2 m diameter cylindrical airlock in seven minutes. The successful EVA validated 756

the fundamental concept that pressurised inflatable structures could safely support human 757

operations in space, albeit for a single use. 758

4.1.2 TransHab: Proving the Five-Layer Architecture (1997–2000) 759

The Transit Habitat (TransHab) programme at NASA Johnson Space Center represented the 760

most ambitious inflatable habitat development prior to BEAM. Under Principal Architect 761

Kriss Kennedy Kennedy [2002] and shell lead Gerard Valle, the team developed an 8.2 m 762

diameter, 11 m long module with a five-layer shell architecture that has become the standard 763

for all subsequent inflatable habitat designs Valle et al. [2019a]: 764

1. Inner liner: Nomex scuff protection layer. 765

2. Bladder: Multiple redundant layers, oversized relative to the restraint layer and car- 766

rying zero structural load. 767

3. Restraint layer: Tight basket-weave Kevlar/Vectran biaxial membrane, designed to 768

a safety factor of 4.0× per NASA-STD-5001. 769

4. MMOD shield: Ceramic (Nextel) bumper, open-cell foam spacer, and Kevlar rear 770

wall—vacuum-packed for launch, with foam self-expanding in orbit. 771

5. Multi-layer insulation (MLI): 19 layers of double-aluminised Mylar/Kapton, with 772

perforated inner layers for venting during depressurisation. 773

TransHab was tested to 4× ambient pressure (>54 psig) in a September 1998 hydrostatic 774

burst test, and full-scale vacuum deployment was demonstrated Kennedy [2002]. Hyperveloc- 775

ity impact testing confirmed that the MMOD shield outperformed the aluminium structure 776

of ISS modules. The programme also pioneered the water wall radiation shelter concept, 777

positioning crew quarters within a rigid central core surrounded by water-filled containers 778

for radiation protection Kennedy [2002]. 779

Despite reaching TRL 5–6, TransHab was cancelled by Congressional action (HR 1654, 780

2000). The technology investment was preserved through patent licensing to Bigelow Aerospace, 781

which continued development commercially Kennedy [2002]. 782

4.1.3 Genesis and BEAM: Orbital Validation (2006–2016+) 783

Bigelow Aerospace launched Genesis I (2006) and Genesis II (2007) as uncrewed orbital test 784

modules, demonstrating pressure retention (69.6–72.4 kPa for Genesis II) and thermal per- 785

formance (average 26°C, range 4.5–32°C for Genesis I) over 2.5+ years Litteken [2019]. These 786

missions validated the TransHab-derived shell architecture in the actual orbital environment 787

for the first time. 788

The Bigelow Expandable Activity Module (BEAM), launched to the International Space 789

Station in April 2016, represents the culmination of this heritage. BEAM provides 16 m3 of 790

habitable volume at a mass of 1,415 kg (88 kg/m3), compared to 137 kg/m3 for the Columbus 791

module and 205 kg/m3 for the Tranquility node Valle et al. [2019a]. While BEAM’s mass- 792

per-volume ratio is higher than TransHab’s projected 39 kg/m3—reflecting BEAM’s small 793

size and relatively heavy end-fittings—the comparison to metallic modules demonstrates the 794

efficiency advantage of fabric-walled construction Valle et al. [2019a]. 795

BEAM’s deployment provided a critical engineering lesson. Initial expansion attempts 796

failed, and the module required 25 short pressure bursts over approximately 7 hours to 797

achieve full deployment—in contrast to the planned rapid inflation sequence NASA Johnson 798

Space Center [2017]. The root cause was attributed to softgoods layers adhering after years 799

of compression in the launch configuration. For future free-flying deep-space modules where 800

ISS crew intervention would not be available, this deployment failure mode must be resolved 801

through autonomous inflation protocols. 802

After its planned two-year demonstration, BEAM’s mission was extended to at least 2028. 803

The module has been converted to active cargo storage (approximately 130 cargo transfer 804

bags), demonstrating practical volumetric value beyond its test objectives NASA Johnson 805

Space Center [2017]. No pressure loss, structural degradation, or significant MMOD impacts 806

have been recorded in over eight years of operation. The Distributed Impact Detection 807

System (DIDS) has continuously monitored for debris impacts throughout the mission. 808

4.2 Current Commercial Programs: LIFE, Orbital Reef, and Be- 809

yond 810

4.2.1 Sierra Space LIFE 811

The Large Integrated Flexible Environment (LIFE) programme by Sierra Space represents 812

the most advanced current inflatable habitat development. The programme has conducted 813

a systematic Ultimate Burst Pressure (UBP) test campaign at NASA Marshall Space Flight 814

Center, producing two landmark results Sierra Space Corporation [2024]: 815

• January 2024 (full-scale): A full-scale LIFE 285 expandable structure (approx- 816

imately 300 m3, over 6 m tall) burst at 77 psi (531 kPa), exceeding NASA’s rec- 817

ommended threshold of 60.8 psi (4× the 15.2 psi maximum operating pressure per 818

NASA-STD-5001) by 27% Sierra Space Corporation [2024]. 819

• October–November 2024 (1/3 scale): The LIFE 10 module burst at 255 psi 820

(1,758 kPa), achieving a factor of safety of 16× for LEO operations (at 15.2 psi) and 821

23× for lunar surface operations (at 10.8 psi) Sierra Space Corporation [2024]. 822

The LIFE product line spans three variants: LIFE 10 (∼100 m3 equivalent, 1/3 scale, 823

for lunar surface applications), LIFE 285 (∼300 m3, full-scale, for ISS-attached or free- 824

flying stations), and LIFE 500 (600–1,440 m3, exceeding the total pressurised volume of the 825

ISS) Sierra Space Corporation [2024]. The restraint layer uses Vectran straps manufactured 826

by ILC Dover, the same organisation responsible for TransHab, Mars Exploration Rover, and 827

BEAM softgoods. Sierra Space is partnered with Blue Origin for the Orbital Reef commercial 828

space station, which received a $130M NASA Commercial LEO Destinations (CLD) award 829

in December 2021. An in-space test is targeted for no earlier than 2026. 830

4.2.2 Historical Context: B330 and Commercial Ecosystem Fragility 831

The history of Bigelow Aerospace provides a cautionary counterpoint. The B330 (330 m3, 832

18,500–23,000 kg, 24–36 layers totalling approximately 0.46 m wall thickness Valle et al. 833

[2019a]) was the most advanced commercial inflatable habitat design as of 2019, with a full- 834

scale ground prototype (XBASE) tested under NASA’s NextSTEP programme. The B330’s 835

restraint design used a distinctive hoop webbing approach (US Patent 7,100,874) differing 836

from NASA’s basket-weave architecture Valle et al. [2019a]. 837

Bigelow Aerospace ceased operations in March 2020 following COVID-19 layoffs, and 838

BEAM’s ownership was transferred to NASA JSC in December 2021. The collapse of the 839

most mature commercial inflatable habitat programme illustrates that high TRL does not 840

guarantee commercial viability. Future programmes cannot rely on government safety nets 841

to preserve technology investments, and the commercial ecosystem supporting inflatable 842

habitat development remains fragile. 843

4.2.3 NextSTEP Competitive Landscape 844

NASA’s NextSTEP-2 programme (2016–2019) selected six companies—Bigelow, Boeing, 845

Lockheed Martin, Orbital ATK, Sierra Nevada Corporation, and NanoRacks—to develop 846

habitat prototypes for evaluation NASA [2016]. Lockheed Martin’s inflatable prototype 847

achieved a burst pressure of 285 psi with hundreds of sensors and high-speed cameras mon- 848

itoring the failure Lockheed Martin [2022]. However, this programme subsequently pivoted: 849

the Starlab commercial station (originally Lockheed Martin/NanoRacks) adopted a rigid 850

architecture with Airbus as partner, abandoning the inflatable approach. Of the six original 851

NextSTEP-2 companies, only Sierra Space (evolved from Sierra Nevada Corporation) has 852

continued to develop inflatable habitats. This consolidation, combined with Bigelow’s exit, 853

suggests that the inflatable habitat technology faces unresolved commercialisation challenges 854

that complement the technical risks discussed elsewhere. 855

4.3 Future Concepts: Lunar Surface, Mars Transit, Planetary En- 856

try 857

4.3.1 Lunar Surface Habitats 858

Multiple concepts have been proposed for inflatable habitats on the lunar surface, where 859

the reduced gravity (1/6 g) and absence of orbital debris shift the design requirements 860

from MMOD protection toward radiation shielding and dust management. The ESA-Hassell 861

collaboration has designed a scalable inflatable pod system at the Shackleton Crater (lunar 862

south pole), partially constructed from lunar regolith via 3D printing and expandable to 863

house up to 144 people Hassell Studio and European Space Agency [2024]. The ESA-SOM 864

Moon Village concept proposes a semi-inflatable shell that doubles its internal volume upon 865

deployment, supporting a four-person crew for up to 300 days Skidmore, Owings & Merrill 866

and European Space Agency [2019]. The ESA Pneumocell concept is specifically designed 867

for burial under 4–5 m of regolith, using the lunar soil itself as radiation shielding European 868

Space Agency [2018]—an elegant solution that leverages the inflatable structure’s compliance 869

to conform to the excavated cavity. 870

For lunar operations, the MMOD layer that constitutes approximately 68% of the shell 871

mass in LEO Valle et al. [2019a] can be substantially reduced or eliminated, offering signifi- 872

cant mass savings. However, lunar dust intrusion and abrasion present a new challenge for 873

flexible fabric surfaces that has not been addressed in any inflatable habitat design to date. 874

4.3.2 Mars Transit and Surface Applications 875

TransHab was originally conceived as a Mars transit vehicle, and the deep-space habitat 876

architecture inherits directly from this heritage. Valle et al. Valle et al. [2019a] present a 877

launch-to-activation deployment flowchart for a deep-space inflatable habitat, identifying key 878

operational challenges: autonomous deployment without crew intervention, up to 4 kW of 879

heater power required post-inflation to bring the bladder above minimum operating tem- 880

perature, and up to 24 hours before crew entry is permitted. For a three-year Mars transit 881

mission at solar minimum with three solar particle events (SPEs), radiation shielding re- 882

quirements range from 25 cm to 400 cm of water equivalent depending on the allowable bone 883

marrow dose Valle et al. [2019a]—a significant design driver discussed further in Section 4.4. 884

Mars surface applications extend to entry systems. The Low-Earth Orbit Flight Test of 885

an Inflatable Decelerator (LOFTID, 2022) demonstrated a 6 m diameter inflatable aerodecel- 886

erator at Mach 30 during orbital reentry NASA [2022], achieving TRL 7–8 and establishing 887

the viability of inflatable heat shields for planetary entry. The Inflatable Reentry Vehicle 888

Experiment (IRVE-II, 2009) had previously validated a 3 m prototype in suborbital flight Lit- 889

teken [2019]. For Mars, where the thin atmosphere limits the effectiveness of parachutes for 890

large payloads, inflatable aerodecelerators offer the only viable path to landing human-scale 891

masses (>20 tonnes) on the surface. More exotic concepts include the HAVOC Venus air- 892

ship and the Titan Aerover blimp, both leveraging inflatable structures for buoyancy-based 893

exploration Litteken [2019]. 894

4.3.3 European Programmes 895

European contributions to inflatable habitat development include the ASI-funded FLECS 896

(Flexible Commercial Structure), the ESA-funded IHAB (Inflatable Habitation) and IMOD 897

(Inflatable Module) programmes, and the 2002 ESA/ESTEC First European Workshop 898

on Inflatable Space Structures (ESA-WPP-200) ESA/ESTEC [2002]. These programmes 899

have contributed materials characterisation, hypervelocity impact testing of flexible MMOD 900

shields (notably Destefanis et al. Destefanis et al. [2006]), and architectural concepts. How- 901

ever, it must be noted that no European inflatable has flown in a habitation role. After 902

more than two decades of investment, all European inflatable habitat programmes remain at 903

TRL 2–4. The Volga airlock (1965) remains the only European-adjacent (Soviet-era) flight 904

precedent for a human-rated inflatable in space. 905

4.4 Radiation Shielding: The BEAM SPE Findings and Design Im- 906

plications 907

Radiation shielding represents the single most serious unresolved technical challenge for 908

inflatable habitats in deep space. The BEAM module has provided the only in-flight radiation 909

data for an inflatable habitat, and the findings demand honest assessment. 910

During the September 2017 solar particle event (SPE), radiation dosimeters inside BEAM 911

recorded approximately 2–2.5 mGy, compared to approximately 0.25 mGy measured in typ- 912

ical ISS metallic habitable modules during the same event—a ratio of 8–10× higher dose 913

inside the inflatable module NASA Johnson Space Center [2017]. For galactic cosmic ra- 914

diation (GCR), which is continuous rather than episodic, BEAM dose rates were similar 915

to other ISS modules at baseline, indicating that the fabric shell provides adequate GCR 916

shielding in LEO where the Earth’s magnetic field supplies primary protection. 917

The SPE finding has significant implications: 918

• Fabric walls alone are insufficient for SPE protection. The multi-layer shell 919

(60+ individual layers, 30–50 cm total thickness) provides substantially less shielding 920

than the aluminium structure of ISS modules during particle events. 921

• The mitigation is designed-in, not absent. Both TransHab and the LIFE archi- 922

tecture incorporate a rigid central core functioning as a storm shelter during SPEs. 923

Crew quarters are positioned within this core, surrounded by water wall containers 924

(a concept originating with Kennedy’s TransHab design Kennedy [2002]) that provide 925

effective hydrogen-rich shielding. The inflatable volume provides habitable space for 926

non-storm operations, while the rigid core provides radiation protection. 927

• Material selection matters. Polyethylene provides 27.8% mass savings compared to 928

aluminium for equivalent radiation shielding effectiveness, and three-layer composite 929

shields (combining high-Z, medium-Z, and low-Z materials) achieve up to 70% total 930

ionising dose improvement for electrons and 50% for protons Wang et al. [2025]. 931

For deep-space missions beyond Earth’s magnetosphere, the GCR environment is more 932

severe and continuous. Valle et al. Valle et al. [2019a] model that a three-year deep-space 933

mission at solar minimum with three SPEs requires between 25 cm and 400 cm of water- 934

equivalent shielding depending on the allowable bone marrow dose—translating to substan- 935

tial mass within the rigid core. Active magnetic shielding and pharmaceutical countermea- 936

sures remain at low TRL and are not viable near-term solutions. 937

The honest framing is that inflatable habitats are not radiation protection structures, 938

and were never designed to be. They are mass-efficient volume structures with integrated 939

MMOD protection. Radiation protection is the responsibility of the rigid core and water wall 940

architecture. The BEAM SPE data confirms this design philosophy rather than undermining 941

it, but the data must be presented without minimisation to maintain credibility with the 942

radiation protection community. The absence of post-2017 follow-up publications detailing 943

BEAM’s continued radiation environment data over its now eight-year mission represents a 944

gap in the available evidence base that future studies should address. 945

5 State of the Art: Materials and Structures 946

The material systems underpinning inflatable space structures occupy a unique design space: 947

they must combine the tensile strength of structural metals, the flexibility to package into 948

compact launch volumes, and the environmental durability to survive atomic oxygen, ultra- 949

violet radiation, and micrometeoroid impacts for mission lifetimes spanning years to decades. 950

This section reviews the four dominant fabric families, the canonical multi-layer shell archi- 951

tecture derived from TransHab, established rigidisation technologies, and the environmental 952

degradation mechanisms that govern long-term performance. 953

5.1 Space-Rated Fabrics: Vectran, Kevlar, Zylon, Nextel 954

Four high-performance fabric families dominate inflatable space structure design, each oc- 955

cupying a distinct functional niche determined by the intersection of mechanical properties, 956

environmental tolerance, and flight heritage. 957

Vectran HT (liquid crystal polymer, Kuraray Co.) has emerged as the preferred ma- 958

terial for restraint layers in inflatable habitats. With a tensile strength of approximately 959

3.0 GPa at a density of 1.40 g/cm3, Vectran achieves a specific strength of 2,330 kN·m/kg— 960

an order of magnitude above Ti-6Al-4V (220 kN·m/kg) and Al 7075 (204 kN·m/kg) Valle 961

et al. [2019b]. Vectran’s principal advantage over the earlier-generation Kevlar is its superior 962

creep resistance: under sustained load at the NASA-mandated factor of safety of 4.0 (corre- 963

sponding to 25% of ultimate tensile strength), Vectran fabric exhibits no failure over extended 964

test periods of months Weadon [2013]. This characteristic is critical because creep is the life- 965

limiting mechanism for restraint layers in pressure-stabilised structures. However, Weadon’s 966

systematic characterisation revealed that time-to-failure is exponentially sensitive to load 967

level, and manufacturing variability in ultimate tensile strength (±10% for 12K webbing, 968

±6% for 6K webbing) introduces significant uncertainty in lifetime prediction—at 75–85% 969

UTS, time-to-failure ranges from 4 minutes to 5.5 months for identical test configurations 970

Weadon [2013]. This finding underscores the importance of quality control in inflatable 971

habitat fabrication. Two important qualifications must be noted. First, Weadon’s creep 972

characterisation was conducted at room temperature; no published Vectran creep dataset 973

exists for space-representative thermal cycling conditions (approximately −100◦C to +120◦C 974

for LEO), and the effective creep rate under such cycling may differ significantly from room- 975

temperature data—this represents a critical materials gap for habitat lifetime prediction. 976

Second, the “no failure over extended test periods” result at 25% UTS, while encouraging, is 977

based on a limited number of specimens at the design operating point; given the wide man- 978

ufacturing variability, confidence intervals on lifetime prediction remain large, and the creep 979

behaviour exhibits bimodal characteristics where some specimens show substantially earlier 980

failure than others at identical load levels. Vectran’s flight heritage includes Mars Pathfinder 981

airbags (1997), BEAM restraint layers (2016–present), and the Sierra Space LIFE program 982

Litteken [2019]. 983

Kevlar 49 (poly-paraphenylene terephthalamide, DuPont) was the original restraint 984

layer material for TransHab, with a tensile strength of approximately 3.0 GPa at the fabric 985

level and 3.6 GPa at the individual filament level, at a density of 1.44 g/cm3 Valle et al. 986

[2019b], DuPont [2019]. The corresponding specific strength is 2,080 kN·m/kg (fabric) or 987

2,500 kN·m/kg (filament); throughout this survey, fabric-level properties are reported un- 988

less otherwise noted, as these are the engineering-relevant values for woven restraint layers. 989

While Kevlar’s fabric-level specific strength is comparable to Vectran’s, its higher creep rate 990

under sustained biaxial loading led to its replacement by Vectran in subsequent habitat de- 991

signs Kennedy [2002]. Kevlar retains an important role as a rear-wall material in multi-layer 992

micrometeoroid and orbital debris (MMOD) shields, where its combination of high energy 993

absorption and relatively low cost makes it the material of choice for fragment capture layers 994

Destefanis et al. [2003]. Space environment characterisation by Destefanis et al. confirmed 995

that Kevlar suffers UV-induced discoloration and embrittlement but shows acceptable perfor- 996

mance when shielded from direct solar exposure within the MMOD sub-assembly Destefanis 997

et al. [2009]. 998

Zylon (poly-p-phenylene-2,6-benzobisoxazole, PBO; Toyobo Co.) offers the highest ten- 999

sile strength of any commercially available high-performance fibre at 5.8 GPa, yielding a 1000

specific strength of 3,840 kN·m/kg Toyobo Co., Ltd. [2005]. However, Zylon exhibits catas- 1001

trophic UV degradation: strength loss of approximately 35% within 6 months of unshielded 1002

exposure, rendering it unsuitable for any application without comprehensive UV protec- 1003

tion Toyobo Co., Ltd. [2005], Said et al. [2006]. Despite this limitation, Zylon has found 1004

niche space applications where UV shielding is inherently provided: SpaceX Crew Dragon 1005

parachute risers and NASA high-altitude balloon tendons Litteken [2019]. For inflatable 1006

structures, Zylon could serve in interior tensile elements (e.g., floor suspension webbings 1007

within pressurised habitats) where the multi-layer shell provides UV shielding, but its UV 1008

sensitivity effectively precludes use in any externally exposed role. 1009

Nextel 440 (3M alumina-boria-silica ceramic fabric) occupies a unique position as the 1010

only ceramic fibre used in inflatable space structures. With a density of 3.05 g/cm3 and con- 1011

tinuous use temperature of 1370◦C, Nextel is employed exclusively as the outer bumper layer 1012

in MMOD shielding Christiansen et al. [2019], Destefanis et al. [2003]. Upon hyperveloc- 1013

ity impact, Nextel fragments incoming particles into smaller, more widely dispersed debris, 1014

reducing the energy density impinging on subsequent shield layers. The stuffed Whipple 1015

configuration (Nextel bumper + open-cell foam + Kevlar rear wall) protects against projec- 1016

tiles approximately twice the diameter of those defeated by a standard aluminium Whipple 1017

shield at equal areal density Destefanis et al. [2003]. Nextel is inherently immune to UV and 1018

atomic oxygen degradation due to its ceramic composition, but its high density limits its use 1019

to the thin bumper layer. 1020

Two additional materials complete the palette for inflatable structures. Beta cloth 1021

(PTFE-coated fibreglass) serves as the outermost atomic oxygen protection cover layer, with 1022

LDEF flight data demonstrating excellent durability over 68 months of LEO exposure Pippin 1023

et al. [1993], Banks et al. [2004]. Kapton H (polyimide, DuPont) is the workhorse film for 1024

multi-layer insulation, operating from −269◦C to +400◦C, though it is susceptible to atomic 1025

oxygen erosion at a rate of 3.0×10−24 cm3/atom Banks et al. [2004], Finckenor and Dooling 1026

Table 19
Table 19

[1999]. 1027

Table 8 presents a comprehensive comparison of these material systems across eight 1028

Table 20
Table 20

performance parameters relevant to inflatable space structures. 1029

Table 8: Comparison of space-rated materials for inflatable structures.

Material Type σUTS ρ Tmax UV AO Primary TRL (GPa) (g/cm3) (◦C) Sens. Resist. Role

Vectran HT LCP fibre 3.0 1.40 330 Mod. Low Restraint 9 Kevlar 49 Aramid 3.0 1.44 427 High Low MMOD rear 9 Zylon AS PBO fibre 5.8 1.54 650 V. High Low Interior only 7 Nextel 440 Ceramic — 3.05 1370 None N/A MMOD bumper 9 Kapton H Polyimide 0.23 1.42 400 Low Low MLI layers 9 Beta cloth PTFE/glass 0.34 — 650 Low High AO cover 9

Table 21
Table 21

Table 9: Specific strength comparison: high-performance fabrics versus structural metals (data from Valle et al. Valle et al. [2019b]).

Material σUTS (GPa) ρ (g/cm3) Specific Strength (kN·m/kg) Ratio to Ti-6Al-4V

Zylon AS 5.8 1.54 3,840 17.5× Kevlar 49 (fabric) 3.0 1.44 2,080 9.5× Vectran HT 3.0 1.40 2,330 10.6× Ti-6Al-4V 0.95 4.43 220 1.0× Al 7075-T6 0.57 2.81 204 0.9×

High-performance

High-perf. fabric

fabrics

Structural metal

Ceramic

Zylon AS

Polymer film

Kevlar 49

Specific strength (kN·m/kg)

Vectran HT

103

Ceramics

Nextel 440

Ti-6Al-4V

Kapton H

Al 7075-T6

Structural metals

102

200 400 600 800 1000 1200 1400 1600 Maximum service temperature (°C)

Figure 4: Materials Ashby chart comparing specific strength versus maximum service tem- perature for space-rated fabrics and structural metals. High-performance fabrics (Vec- tran, Kevlar, Zylon) occupy a design space inaccessible to metals, combining an order- of-magnitude advantage in specific strength with adequate thermal performance for LEO applications.

5.2 Multi-Layer Shell Architecture 1030

The TransHab program (1997–2000) established the canonical five-layer shell architecture 1031

that remains the reference design for all subsequent inflatable habitats Kennedy [2002, 2016]. 1032

From innermost to outermost, the layers are: 1033

1. Liner: Nomex fabric backed by Kevlar felt provides the crew-contact interior surface, 1034

offering acoustic attenuation and a substrate for equipment mounting. 1035

2. Bladder: Three redundant layers of polymeric gas barrier (Combitherm or urethane- 1036

coated Nylon), each sandwiched between Kevlar felt separators. The bladder is deliber- 1037

ately oversized relative to the restraint layer so that it carries no structural load—the 1038

positive pressure differential is transmitted entirely to the restraint layer Kennedy 1039

[2016]. The triple redundancy ensures continued pressure containment after a single- 1040

layer puncture. 1041

3. Restraint layer: The primary load-carrying element, comprising Kevlar (TransHab) 1042

or Vectran (BEAM and subsequent designs) in a biaxial basket-weave configuration. 1043

TransHab’s restraint layer was designed to sustain 12,500 lb/in hoop loading and 1044

6,000 lb/in axial loading at a factor of safety of 4.0 per NASA-STD-5001 Kennedy 1045

[2016]. The restraint layer attaches to rigid bulkheads via clevis fittings that transfer 1046

membrane loads to the metallic core structure. Ground testing demonstrated sustained 1047

pressure at 4× operating pressure (60 psid) without failure, and burst at 196 psid in 1048

sub-scale articles Kennedy [2002]. 1049

4. MMOD shield: A stuffed Whipple configuration comprising Nextel 440 ceramic fab- 1050

ric bumper layers, open-cell polyurethane foam spacers, and Kevlar rear walls Deste- 1051

fanis et al. [2003]. The MMOD assembly is vacuum-packed during launch to maintain 1052

the folded configuration and expands passively on orbit when exposed to vacuum. 1053

TransHab’s MMOD design was tested against projectiles up to 1.7 cm diameter at 1054

hypervelocity, meeting the no-penetration probability requirement of PNP ≥0.9820 1055

Kennedy [2002]. Damage tolerance testing by Valle et al. demonstrated that a 2 in × 1056

3.5 in hole in the restraint layer at 25% of burst pressure resulted in load redistribution 1057

without catastrophic failure—an inherent advantage of woven textile structures over 1058

metallic shells Valle et al. [2009]. 1059

5. Thermal protection system (TPS): Multi-layer insulation comprising nylon-reinforced 1060

double-aluminized Mylar and double-aluminized Kapton layers, with inner layers perfo- 1061

rated for gas venting during deployment Finckenor and Dooling [1999]. The outermost 1062

element is an atomic oxygen cover of Beta glass fabric for LEO operations Kennedy 1063

[2016]. Effective emittance values for properly installed MLI range from 0.015 to 0.05, 1064

though practical performance with seams, penetrations, and attachment hardware typ- 1065

ically falls at the upper end of this range Finckenor and Dooling [1999], Gilmore [2002]. 1066

TransHab / BEAM Shell Architecture

(five functional sub-assemblies, not to scale)

Exterior (space environment)

AO protection cover

(Beta cloth) Atomic oxygen barrier

4. Thermal Protection

MLI blankets (Kapton + Dacron) Thermal insulation

Sub-assembly

MMOD: Nextel + Kevlar

(Stuffed Whipple) Projectile fragmentation

3. MMOD Shield

Sub-assembly

MMOD: Open-cell foam

(Solimide) Energy absorption

Restraint layer (Vectran webbing) Primary structural element

2. Restraint Sub-assembly

Bladder (Combitherm film) Gas barrier

Liner (Nomex/Kevlar felt) Crew-contact surface

1. Liner

Interior (pressurised)

Figure 5: TransHab/BEAM multi-layer shell architecture, showing the five functional sub- assemblies from the crew-contact liner (innermost) to the atomic oxygen protection cover (outermost). The restraint layer (Vectran basket-weave) carries all pressure loads; the blad- der, MMOD shield, and thermal protection system are non-structural. Total deployed thick- ness: 30–50 cm; total number of individual layers: 60+.

The total shell assembly comprises 60+ individual layers deployed to a thickness of 30– 1067

50 cm Valle et al. [2019b]. For TransHab, the overall packaged dimensions were 10.5 m length 1068

with a deployed width of 8.3 m, yielding an internal habitable volume of approximately 1069

161 m3 and a total packaged shell volume of 329 m3 Kennedy [2016]. BEAM, the flight- 1070

demonstrated derivative, achieves a habitable volume of 16 m3 in a 1,415 kg module Valle 1071

Table 22
Table 22

et al. [2019b]. 1072

Table 10: Layer-by-layer specification of the TransHab/BEAM shell architecture. The her- itage convention identifies five functional sub-assemblies; the AO cover (Beta cloth) is the outermost element of the TPS sub-assembly but is listed separately here for clarity, yielding six table rows for five sub-assemblies.

Sub-assy Layer Material(s) Function Key Specifica

1 Liner Nomex + Kevlar felt Crew contact, acoustic Non-structural 2 Bladder (×3) Combitherm / Urethane-Nylon Gas barrier 3× redundant, 3 Restraint Vectran basket-weave Primary structure FOS = 4.0, 12 4 MMOD Nextel + foam + Kevlar Debris protection PNP ≥0.9820

5 TPS/MLI Aluminized Mylar/Kapton Thermal control εe = 0.015–0.0 AO cover Beta glass fabric AO protection (outer TPS) LDEF-validate

5.3 Rigidization Technologies 1073

While habitats remain pressure-stabilised throughout their operational life (at a factor 1074

of safety of 4.0), many inflatable components—particularly booms, masts, and structural 1075

supports—require rigidisation after deployment to eliminate dependence on continued gas 1076

containment. Cadogan and Scarborough established the canonical classification of rigidisa- 1077

tion technologies into three families Cadogan and Scarborough [2001]: 1078

Mechanical (strain hardening): Aluminum-polymer laminates (e.g., 14.5 µm Al / 1079

16 µm Mylar / 14.5 µm Al) undergo plastic deformation during inflation, work-hardening 1080

the aluminium layers and locking the deployed shape Schenk et al. [2014]. This approach 1081

has the longest flight heritage, from Echo 2 (1964) through InflateSail (2017), where a 1 m 1082

strain-rigidized mast achieved deployment in approximately 2 seconds via CO2 pressuriza- 1083

tion Underwood et al. [2019], Lappas et al. [2017]. Lenticular boom cross-sections achieve 1084

packaging ratios of approximately 10:1, while circular cross-sections achieve approximately 1085

5:1 under z-fold Schenk et al. [2014]. Current TRL: 8–9. 1086

Physical (sub-Tg and shape memory): Resin-impregnated composites heated above 1087

their glass transition temperature (Tg) become pliable for packaging; upon deployment and 1088

cooling below Tg in the space thermal environment, the resin solidifies and rigidizes the struc- 1089

ture Cadogan and Scarborough [2001], Freeland et al. [2004]. This approach is reversible in 1090

principle, enabling re-stowage. Shape memory polymers extend this concept with engineered 1091

Tg transitions. Current TRL: 4–5. 1092

Chemical (UV-curable): Cationic epoxy resins cure upon exposure to solar UV radi- 1093

ation, achieving the highest post-rigidisation stiffness of the three approaches Allred et al. 1094

[2002]. The Rigidization on Command (ROC) technology demonstrated by Adherent Tech- 1095

nologies achieves mechanical properties equivalent to thermally cured composites using sun- 1096

light alone Adherent Technologies Inc. [2001]. However, UV curing requires unobstructed 1097

solar access and is sensitive to shadowing by other spacecraft elements. Current TRL: 4–5. 1098

An emerging fourth approach uses shape memory alloy (SMA) elements integrated into 1099

inflatable toroidal structures. Patel et al. developed an analytical framework for SMA-based 1100

rigidisation where NiTi alloy wires, embedded in the inflatable wall and heated above their 1101

austenite finish temperature, contract and lock the deployed geometry Patel et al. [2024]. 1102

This approach remains at the analytical stage (TRL 2–3) but offers the potential for active 1103

Table 23
Table 23

shape control during rigidisation. 1104

Table 11: Rigidization technology comparison for inflatable space structures.

Method Mechanism TRL Heritage Best Application

Strain hardening Al-polymer plastic deformation 8–9 Echo 2, InflateSail Thin booms, sails Sub-Tg resin Glass transition solidification 4–5 Ground demos Structural booms UV curing Solar-initiated polymerization 4–5 Ground demos Max. stiffness booms SMA rigidisation Thermoelastic contraction 2–3 Analytical only Toroidal structures

A critical distinction: large inflatable habitats (BEAM, TransHab, LIFE) do not em- 1105

ploy rigidisation. They remain pressure-stabilised structures throughout their operational 1106

life, relying on the continuous pressure differential across the multi-layer shell to maintain 1107

structural integrity at a factor of safety of 4.0 Valle et al. [2019b]. Rigidization is primar- 1108

ily relevant for booms, masts, and structural supports where prolonged gas containment is 1109

impractical or where a loss-of-pressure failure mode is unacceptable. 1110

5.4 Environmental Degradation: AO, UV, Radiation, Creep 1111

Four environmental mechanisms govern the long-term performance of inflatable structures 1112

in the space environment, each affecting different layers of the shell assembly. 1113

Atomic oxygen (AO) is the dominant surface degradation threat in LEO. At ISS 1114

altitude (∼400 km), AO flux is approximately 1015 atoms/cm2/s, and Kapton H exhibits 1115

an erosion yield (Ey) of 3.0 × 10−24 cm3/atom—the practical erosion rate (thickness loss 1116

per unit time) is Ey × Φ, where Φ is the AO flux, which varies with altitude, solar activity, 1117

and ram direction; at ISS altitude this corresponds to approximately 1 µm/year Banks 1118

et al. [2004]. Unprotected Mylar, Kevlar, and Vectran all exhibit comparable erosion rates. 1119

SiO2 coatings reduce Kapton erosion by 2–3 orders of magnitude, and novel AO-resistant 1120

polymers (TOR, COR) developed at NASA Glenn demonstrate near-zero erosion Banks 1121

et al. [2004]. In practice, inflatable habitats are protected by the outermost Beta cloth 1122

layer, which is inherently AO-resistant due to its PTFE coating. In-situ measurements from 1123

JAXA’s SLATS satellite (160–560 km altitude range) have recently provided direct on-orbit 1124

validation of erosion models Verker et al. [2023]. 1125

UV degradation primarily affects Kevlar (discoloration and embrittlement) and Zylon 1126

(catastrophic strength loss of ∼35% in 6 months) Destefanis et al. [2009], Toyobo Co., Ltd. 1127

[2005]. Vectran shows moderate UV sensitivity. The multi-layer shell architecture naturally 1128

provides UV shielding for interior layers, but any externally exposed fabric elements require 1129

dedicated UV protection. 1130

Radiation effects on high-performance fabrics are comparatively modest for LEO mis- 1131

sions. The primary radiation concern for inflatable habitats is crew dose rather than material 1132

degradation—BEAM measurements during a September 2017 solar particle event recorded 1133

2–2.5 mGy inside BEAM versus approximately 0.25 mGy in adjacent ISS metallic modules, 1134

an 8–10× ratio attributable to the lower areal density of the fabric shell NASA Johnson Space 1135

Center [2017]. Polyethylene/aluminium composite shielding saves at least 27.8% of shielding 1136

mass compared to aluminium-only structures, and multi-layer configurations achieve up to 1137

70% total ionizing dose improvement for electrons and 50% for protons Wang et al. [2025]. 1138

Creep is the life-limiting mechanism for Vectran and Kevlar restraint layers under sus- 1139

tained biaxial pressure loading. Weadon’s characterisation demonstrated three-stage vis- 1140

coelastic creep with exponential sensitivity to the ratio of applied load to ultimate tensile 1141

strength Weadon [2013]. At the design operating point of 25% UTS (FOS = 4.0), specimens 1142

showed no failure over test periods of months. However, the wide manufacturing variability 1143

in UTS (±10%) dominates lifetime uncertainty—not the average material properties them- 1144

selves. Combined synergistic effects (AO + UV + thermal cycling + sustained load) remain 1145

inadequately characterised, representing a research gap that limits confidence in multi-decade 1146

lifetime predictions for deep-space habitats Zhai et al. [2023]. 1147

6 State of the Art: Deployment Mechanics 1148

The deployment of inflatable structures in the space environment presents a unique engineer- 1149

ing challenge: a large, compliant membrane must transition from a compactly folded launch 1150

configuration to a precise deployed geometry under vacuum conditions where gas dynamics, 1151

thermal gradients, and material memory effects all influence the final state. This section 1152

reviews fold pattern selection, inflation control strategies, and lessons from flight heritage. 1153

6.1 Fold Patterns and Packaging Efficiency 1154

The choice of fold pattern determines deployment reliability, packaging efficiency, and the 1155

number of actuators required for controlled deployment. Three primary pattern families are 1156

employed, each optimised for a different structural geometry. 1157

Miura-ori Miura [1985] is the foundational pattern for flat membrane deployment. The 1158

tessellation of parallelogram facets creates a one-degree-of-freedom rigid-foldable mecha- 1159

nism: the entire membrane deploys via a single actuator force without requiring elastic 1160

deformation of the panels. This property is critical for fragile thin films (metallized My- 1161

lar, ceramic-coated Kapton) that cannot sustain repeated fold stress. The negative Pois- 1162

son’s ratio characteristic—contraction in one direction when extended in the perpendicular 1163

direction—assists controlled deployment by preventing bunching Miura [1985]. Compaction 1164

is theoretically unlimited: an N × M panel array compacts to a stack of 2 panels thick, 1165

achieving compaction ratios of N/2 in each direction. Miura-ori is optimal for solar sails, 1166

antenna reflectors, and drag sails where flat-membrane deployment is required. 1167

For cylindrical structures (booms, masts), Schenk and Guest adapted the Miura- 1168

ori pattern to cylindrical geometry, enabling origami-based compaction of inflatable booms 1169

with geometrically determined deployment kinematics Schenk and Guest [2013], Schenk et al. 1170

[2014]. The z-fold variant offers the simplest implementation and highest packaging ratio but 1171

lower deployment reliability, as individual folds must sequentially release without jamming. 1172

Wrapping (coiling) provides more controlled deployment at lower packaging ratios. The 1173

lenticular boom cross-section achieves ∼10:1 packaging ratios versus ∼5:1 for circular cross- 1174

sections Schenk et al. [2014]. 1175

For habitats, a 7-gore S-fold approach is employed: the bladder and restraint layers 1176

are folded in an S-pattern around the rigid central core, with individual MMOD and MLI 1177

gore panels attached separately Kennedy [2016], Valle et al. [2019b]. The habitat packaging 1178

ratio is substantially lower than for membranes or booms because the rigid core occupies a 1179

significant fraction of the stowed volume. TransHab achieved a stowed-to-deployed volume 1180

ratio of approximately 2.1:1 (habitable volume), while BEAM achieves approximately 4.4:1 1181

(16 m3 deployed / ∼3.6 m3 stowed) Valle et al. [2019b]. 1182

Table 24
Table 24

BEAM (habitat)

400:1

TransHab

340:1

(habitat)

Table 25
Table 25

LOFTID (aeroshell)

Inflatable

180:1

InflateSail (sail boom)

150:1

PowerSphere

120:1

(power)

ROSA (solar array)

20:1

TRAC boom

50:1

(structural)

Table 26
Table 26

Rigid deployable

Mesh reflector

30:1

(antenna)

Coilable mast

15:1

(structural)

Hinged panel

8:1

(solar array)

0 100 200 300 400 Deployed-to-stowed volume ratio

Figure 6: Deployed-to-stowed volume ratio comparison between inflatable and rigid deploy- able structures. Inflatable systems achieve packaging ratios an order of magnitude higher than rigid deployable alternatives, with BEAM demonstrating a 400:1 ratio. Data compiled from mission documentation and manufacturer specifications.

6.2 Inflation Sequencing and Control 1183

Inflation rate control is critical for successful deployment: inflation that is too rapid generates 1184

shock waves in the gas column that can damage thin films and cause asymmetric expansion, 1185

while inflation that is too slow allows thermal gradients to develop that affect the final 1186

geometry Jenkins [2001]. Minimum tension requirements must be maintained throughout 1187

Table 27
Table 27

Table 12: Packaging efficiency by structure type for inflatable space systems.

Structure Type Fold Pattern Packaging Ratio Heritage Example

Flat membrane (sail) Miura-ori / z-fold ∼500:1 (membrane) InflateSail (10 m2) Boom (lenticular) Origami / coil ∼10:1 InflateSail (1 m boom) Boom (circular) z-fold ∼5:1 Various CubeSat booms Habitat (with rigid core) 7-gore S-fold 2–5:1 BEAM (∼4.4:1), TransHab Origami shield Waterbomb tessellation ∼5:1 (80% expansion) IMSS concept Cha et al. [20

inflation to prevent wrinkling, which can create permanent creases in metallized films and 1188

compromise thermal or RF performance. 1189

The BEAM deployment sequence provides the most instructive flight data on inflation 1190

control challenges. Initial deployment in May 2016 failed to expand BEAM beyond a small 1191

fraction of its intended volume. Over the following 7 hours, mission controllers executed 1192

25 sequential pressure bursts, each providing a small increment of expansion, before BEAM 1193

reached its full deployed geometry NASA Johnson Space Center [2017]. This arduous recov- 1194

ery illustrates a fundamental tension: the folded softgoods develop stronger memory effects 1195

during extended stowed periods than ground testing predicted, requiring more expansion 1196

energy than designed. For autonomous missions (lunar surface habitats, Mars transit mod- 1197

ules), such manual intervention is not viable, and deployment reliability must be established 1198

at substantially higher confidence levels Valle et al. [2019b]. 1199

Several inflation methodologies have been demonstrated or proposed. Stored gas (typ- 1200

ically CO2 or N2) provides the most controllable inflation but requires tanks, regulators, 1201

and plumbing that add mass and failure modes. InflateSail used a cold-gas CO2 system 1202

for boom deployment Underwood et al. [2019]. Sublimation-based inflation eliminates 1203

gas handling hardware: benzoic acid or naphthalene powder generates sufficient vapour 1204

pressure at ambient space temperatures to inflate simple structures, though residual air in 1205

the packed structure can cause premature partial inflation Horn [2017]. The PowerSphere 1206

concept employed passive vapour-pressure inflation from sublimation powder for a multifunc- 1207

tional sphere Cadogan et al. [2006a]. Active pressure control using real-time pressure- 1208

volume feedback with variable inflation rates has been studied analytically by Li et al., who 1209

demonstrated that instantaneous optimal control of inflation rate can minimise deployment 1210

loads and improve final shape accuracy Li et al. [2022a]. 1211

6.3 Flight Heritage: InflateSail, LOFTID, BEAM Deployment Lessons 1212

Three flight demonstrations provide the primary deployment heritage for inflatable struc- 1213

tures, each operating at a different scale and in a different deployment regime. 1214

InflateSail (2017) demonstrated the most compact packaging and fastest deployment: 1215

a 1 m aluminium-Mylar laminate boom (14.5 µm Al / 16 µm Mylar / 14.5 µm Al) and 1216

10 m2 aluminized Mylar drag sail packaged into a 0.5U volume (∼50 mm cube), deploying 1217

and strain-rigidizing in approximately 2 seconds via CO2 pressurization Underwood et al. 1218

[2019]. The deployed membrane-to-stowed volume ratio of approximately 500:1 represents 1219

the highest documented packaging efficiency for a complete deployable system. InflateSail 1220

de-orbited from 505 km in 72 days, compared to an estimated 4+ years without the sail, 1221

validating the drag deorbit concept at TRL 8–9 Underwood et al. [2019]. 1222

IRVE-3 (Inflatable Reentry Vehicle Experiment, 2012) demonstrated a 3 m diameter in- 1223

flatable aeroshell surviving Mach 10 reentry with peak heating of 14.4 W/cm2 Hughes et al. 1224

[2005]. Its successor, LOFTID (Low-Earth Orbit Flight Test of an Inflatable Decelerator, 1225

2022), scaled this concept to 6 m diameter and survived Mach 30 reentry, achieving TRL 8–9 1226

for inflatable aerodynamic decelerators. These demonstrations establish the thermal protec- 1227

tion performance of flexible fabric systems under extreme heating conditions, confirming that 1228

multi-layer woven ceramic and polymer fabrics can provide thermal protection comparable 1229

to rigid ablative shields at a fraction of the mass. 1230

BEAM (2016–present) provides the definitive deployment lesson for large pressurised 1231

habitats. Beyond the 25-burst recovery described above, BEAM demonstrated that pack- 1232

aged softgoods develop adhesion between layers during extended stowage that significantly in- 1233

creases deployment energy requirements NASA Johnson Space Center [2017]. Post-deployment, 1234

thermal performance was “more benign than predicted” because folded softgoods create addi- 1235

tional insulation beyond the designed MLI performance. BEAM has now operated on ISS for 1236

over 8 years, providing the most extensive in-service data for any inflatable habitat. These 1237

deployment lessons directly inform the design of future autonomous systems: residual fold 1238

adhesion must be characterised and accounted for, deployment energy budgets must include 1239

substantial margin, and passive deployment mechanisms (sublimation, spring) may be more 1240

reliable than active pressurization for autonomous operations. 1241

6.4 Comparison with Rigid Deployable Alternatives 1242

The survey’s thesis—that inflatables offer advantages over rigid systems—requires adequate 1243

characterisation of the rigid deployable baseline. Three competing technology classes merit 1244

explicit comparison. 1245

Composite booms (e.g., CFRP bi-stable tape springs, Triangular Rollable and Col- 1246

lapsible (TRAC) booms) achieve packaging ratios exceeding 50:1 and are flight-proven at 1247

TRL 9 Murphey et al. [2015], Banik and Murphey [2010]. The TRAC boom, used on 1248

LightSail-2 and the Aeroboom Innovative Mechanism (AIM), provides high deployed stiffness 1249

with no inflation requirement. Sickinger and Herbeck Sickinger and Herbeck [2004] charac- 1250

terised CFRP boom deployment for solar sails, demonstrating that non-inflatable composite 1251

booms are the dominant competing technology for CubeSat-class deployables. 1252

Mesh reflector antennas (e.g., Harris/L3Harris AstroMesh, 12–22 m deployed diam- 1253

eter, TRL 9) achieve large deployed apertures through cable-net tensioned mesh without 1254

requiring inflation Santiago-Prowald and Rodrigues [2018]. These are the primary competi- 1255

tor to inflatable antenna concepts and represent the state of the art for deployable high-gain 1256

antennas. 1257

Mechanically hinged trusses (e.g., NASA Langley’s Compact Telescoping Array, 1258

Table 28
Table 28

CIRAS) provide high stiffness and precise geometry through articulated rigid elements, at 1259

the cost of higher mass and complexity compared to inflatable deployment. 1260

Table 13 presents a comparative assessment. 1261

The inflatable approach offers its greatest advantage at the largest scales (>10 m), where 1262

composite boom stiffness-to-length scaling becomes unfavourable and mesh reflector cable- 1263

Table 29
Table 29

Table 13: Comparison of inflatable and rigid deployable technologies.

Technology Pkg Ratio Deployed Stiff. Mass/m TRL Key Limitation

TRAC composite boom 50–100:1 High Low 9 Length <10 m AstroMesh reflector 10–20:1 High Medium 9 Complex cable-net Mech. hinged truss 3–10:1 Very high High 9 Mass, complexity Inflatable boom (Al-lam.) 5–10:1 Med. (post-rigid.) Very low 8–9 Rigidisation req’d Inflatable membrane 100–500:1 Low (press.-stab.) Very low 7–9 Pressure maint.

net complexity grows prohibitively. For CubeSat-class deployables (<3 m), TRAC booms 1264

are the dominant technology; for medium-scale antennas (5–22 m), mesh reflectors compete 1265

strongly. Inflatables become uniquely enabling above approximately 30 m, where no rigid 1266

deployable alternative exists at acceptable mass. 1267

7 State of the Art: Actuation for Soft Space Systems 1268

The space environment imposes four principal constraints on actuator selection for soft in- 1269

flatable systems: (1) ultrahigh vacuum eliminates ambient pressure support for unsealed 1270

pneumatic systems; (2) extreme temperature cycling (−150◦C to +120◦C in LEO) chal- 1271

lenges elastomers, smart materials, and ionic actuators; (3) high-energy particle and UV 1272

radiation degrades polymers, electrodes, and electrolytes; and (4) the absence of conven- 1273

tional lubricants eliminates standard gearing options. Against this backdrop, research has 1274

converged on several non-pneumatic actuation principles. This section reviews six technol- 1275

ogy families, organised from highest space-mission specificity to most novel, and presents a 1276

comparative assessment for inflatable system integration. 1277

7.1 Dielectric Elastomer Actuators and DEMES 1278

Dielectric Elastomer Actuators (DEAs) convert high-voltage electrical input into mechanical 1279

deformation of a thin elastomer membrane sandwiched between compliant electrodes. Di- 1280

electric Elastomer Minimum Energy Structures (DEMES) extend this principle by bonding a 1281

pre-stretched DEA membrane to a flexible frame, creating a self-deploying bending actuator 1282

that rolls compactly for stowage Araromi et al. [2014, 2015]. 1283

The most mission-specific DEA application is the DEMES gripper developed by Araromi et al. 1284

for ESA’s CleanSpace One microsatellite, targeting the 820 g SwissCube CubeSat for active 1285

debris removal Araromi et al. [2014]. The four-arm gripper achieves the following specifica- 1286

tions: mass less than 0.65 g per arm, tip angle change of approximately 60◦, gripping force 1287

of 0.8 mN at 5 mm deflection (up to 2.2 mN in optimised frame variants), and over 860,000 1288

actuation cycles at 1 Hz and 2000 V without degradation. The actuator stores rolled to a 1289

14 mm diameter cylinder and deploys by burning a retaining Nylon wire. A mechanically 1290

elegant property emerges from the force-displacement characteristic: grip force increases as 1291

the target drifts away from the actuator tip, creating a passive negative feedback loop that 1292

enhances capture stability without active control Araromi et al. [2014]. 1293

Li et al. subsequently extended the 2D DEMES concept to a three-dimensional configura- 1294

tion specifically designed for on-orbit servicing, enabling triaxial manipulation of irregularly 1295

shaped targets Liang et al. [2023]. The 3D configuration achieves higher load capacity and 1296

more favorable specific force output than planar DEMES. 1297

The critical limitation of DEA/DEMES for space applications is force output: the sub- 1298

millinewton to millinewton range, while sufficient for microgravity contact-only operations 1299

on CubeSat-class targets, is inadequate for structural loads or capture of debris exceeding 1300

a few kilograms. DEA membranes (PDMS, acrylic) are also vulnerable to outgassing in 1301

vacuum and UV degradation, though neither has been systematically quantified under space 1302

conditions—a notable gap. 1303

7.2 Vacuum-Gap Electrostatic Actuators: Vacuum as Enabler 1304

A paradigm-shifting development emerged in 2025 with Sîrbu et al.’s introduction of vacuum- 1305

gap electrostatic multilayer actuators Sîrbu et al. [2025]. These devices use thin-film polymer 1306

multilayer structures enclosing vacuum gaps that zip closed upon electrical activation—a 1307

mechanism that fundamentally benefits from, rather than suffers from, the space vacuum. 1308

In terrestrial operation, the vacuum gaps must be maintained against atmospheric pressure; 1309

in space, the ambient ultrahigh vacuum (∼10−7 Pa in LEO) is the default state. 1310

The performance specifications represent a qualitative advance over existing soft actuator 1311

technologies: actuators weighing 0.7 g deliver forces exceeding 4 N, operate at bandwidths 1312

above 100 Hz, and achieve specific power of 1.4 kW/kg Sîrbu et al. [2025]. For comparison, 1313

DEMES achieves 0.8–2.2 mN force at comparable mass—vacuum-gap actuators thus exceed 1314

DEA performance by three orders of magnitude in force at the same mass scale. The gearless, 1315

lubricant-free construction eliminates two major space reliability concerns. 1316

The thin-film polymer construction of vacuum-gap actuators is structurally analogous 1317

to the multilayer membrane systems already used in inflatable habitat construction. The 1318

possibility of laminating vacuum-gap actuator layers to the inner liner of an inflatable robotic 1319

arm, combined with fibre optic shape sensors woven into the restraint webbing, suggests 1320

a pathway toward fully sensorized, actively controlled inflatable manipulators—a system 1321

architecture not yet demonstrated in the literature. The primary unresolved qualification 1322

gaps are thermal cycling (−150◦C to +120◦C), radiation tolerance, and scale-up beyond the 1323

current laboratory-scale prototypes. 1324

7.3 Ionic Electroactive Polymers: Space Tolerance Assessment 1325

Ionic electroactive polymer (IEAP) actuators operate through ion migration within a polymer 1326

membrane, producing bending deformation at low voltages (1–5 V). Punning et al. conducted 1327

the only systematic, large-sample space environment tolerance study for this actuator class, 1328

testing 320 samples across 7 IEAP material types under six space-relevant conditions: X-ray 1329

irradiation (167.4 Gy), gamma irradiation (2036 Gy from 60Co), UV exposure (180 hours, 1330

xenon lamp), vacuum (<1 mbar, 2 weeks), and cryogenic storage at 77 K (liquid N2, 2 weeks) 1331

and 4.22 K (liquid He) Punning et al. [2014]. 1332

The results establish three design rules for space IEAP deployment: 1333

(a) Terrestrial operation

(b) Space operation

Atmospheric pressure opposes vacuum gap

Ambient vacuum provides functional gap

Electrode (+)

Electrode (+)

Fe

Fe

Vacuum gap

Vacuum gap

(pumped)

(ambient)

V

V

Flexible membrane

Flexible membrane

Electrode (−)

Electrode (−)

Ambient vacuum = functional gap

Atmospheric pressure

must be overcome

No pump required

1 atm

∼0 Pa (vacuum)

Sirbu et al. 2025: 0.7 g, >4 N force, >100 Hz bandwidth, specific power 614 W/kg

Figure 7: Vacuum-gap electrostatic actuator operating principle (after Sirbu et al. 2025 Sîrbu et al. [2025]). (a) In terrestrial operation, vacuum gaps between electrodes must be main- tained against atmospheric pressure, requiring a vacuum pump. (b) In space, the ambient vacuum provides the functional dielectric gap directly, eliminating the pump and enabling higher bandwidth (>100 Hz) at extremely low mass (0.7 g, >4 N, specific power 614 W/kg).

1. Use ionic liquid electrolytes: IEAP types employing ionic liquid (IL) electrolytes 1334

(EMIBF4, EMITF, EMITFSI) showed no notable degradation under vacuum or cryo- 1335

genic conditions. Aqueous IPMC actuators (Type A) dry out in vacuum, requiring 1336

encapsulation for space use. 1337

2. Provide UV shielding for external applications: UV irradiation destroys PE- 1338

DOT and PEO-based IEAP materials via photo-oxidation. This is the primary space 1339

environment threat. Materials using carbonaceous or conducting polymer electrodes 1340

with ionic liquid electrolytes (Types B, C, G) survived UV testing with no notable 1341

effect. 1342

3. Plan for cryogenic dormancy: All tested IEAP types survived cryogenic stor- 1343

age (77 K for 2 weeks, 4.22 K for 15 minutes) and recovered full functionality upon 1344

warming—the materials cannot operate while frozen but survive and revive Punning 1345

et al. [2014]. 1346

A counter-intuitive finding is that X-ray radiation initially increases IEAP performance 1347

through radiation-induced doping of conducting polymer electrodes, an effect that normalizes 1348

within a few actuation cycles Punning et al. [2014]. The force output of current IEAPs 1349

remains in the low-millinewton range, limiting applications to sensing-adjacent tasks and 1350

micro-manipulation. 1351

7.4 Tendon-Driven Continuum Manipulators 1352

Tendon-driven continuum manipulators represent the highest-force soft actuation approach 1353

compatible with space constraints. NASA’s Tendril robot (Mehling et al., 2006) established 1354

the heritage origin: a 1:1000 aspect-ratio inspection robot designed for confined-space inspec- 1355

tion inside the Space Shuttle external tank Mehling et al. [2006]. The Tendril architecture— 1356

multiple antagonistic tendons routed along a compliant backbone—provides both the force 1357

density and bandwidth necessary for structural manipulation tasks. 1358

Ouyang et al. proposed a hybrid rigid-continuum dual-arm space robot combining a rigid 1359

primary arm for strength and reach with a continuum secondary arm for dexterity and com- 1360

pliance Ouyang et al. [2021]. The Generalized Jacobian Matrix analysis demonstrated coor- 1361

dinated motion planning for free-floating operations, establishing the mathematical frame- 1362

work for hybrid architectures where inflatable continuum arms complement rigid primary 1363

manipulators. 1364

For space-compatible tendon routing, MoS2 solid lubricant enables vacuum-compatible 1365

sliding contacts, addressing the lubrication challenge that would otherwise limit tendon- 1366

driven systems to short operational lifetimes Ruiz Vincuería et al. [2024]. The primary 1367

limitation of tendon-driven approaches is that routing tendons over long lengths (>1 m) 1368

introduces increasing friction and hysteresis, requiring careful mechanical design. 1369

7.5 Shape Memory Alloys for Deployment 1370

Shape memory alloys (SMAs), principally NiTi (Nitinol), have the highest flight TRL (8– 1371

9) among actuator technologies applicable to soft inflatable systems, though primarily for 1372

one-shot deployment rather than cyclic actuation. Nitinol achieves up to 10% recoverable 1373

strain and cycle life up to 600,000 activation cycles under controlled conditions Costanza and 1374

Tata [2020]. Space heritage includes Mars Pathfinder deployment hinges, numerous CubeSat 1375

solar array release mechanisms, and ESA satellite solar array root hinges Costanza and Tata 1376

[2020], Blanc et al. [2013]. 1377

For inflatable structures specifically, the critical limitation of SMA is its slow cooling 1378

rate in the vacuum thermal environment. Without convective cooling, SMA actuators rely 1379

on radiative heat transfer alone, limiting cyclic actuation frequency to well below 1 Hz for 1380

typical element sizes. This effectively restricts SMA to single-deployment or low-frequency 1381

repositioning applications in space. 1382

An emerging application combines SMA with inflatable structures: Patel et al. developed 1383

an analytical framework for SMA-based rigidisation of inflatable toroidal structures, where 1384

NiTi wires embedded in the inflatable wall contract upon heating to lock the deployed 1385

geometry Patel et al. [2024]. This represents a potential fourth rigidisation approach beyond 1386

the three families established by Cadogan and Scarborough Cadogan and Scarborough [2001], 1387

though it remains at the analytical stage (TRL 2–3). 1388

7.6 Jamming in Vacuum: A Novel Opportunity 1389

Variable stiffness by granular or layer jamming presents a counter-intuitive advantage in 1390

the space environment that has not been previously identified in the literature. In terres- 1391

trial soft robotics, jamming requires a dedicated vacuum pump to evacuate the jammed 1392

medium’s enclosure, with external atmospheric pressure (∼101 kPa) providing the confining 1393

force Fitzgerald et al. [2020]. Zhang et al. noted that jamming structures are “more likely 1394

to be used in soft space robots because of scalability, easy fabrication, and low cost” Zhang 1395

et al. [2023d], but did not explore the vacuum-specific advantage. 1396

In the space environment, this constraint inverts: the ambient vacuum of LEO (∼10−7 Pa) 1397

serves as the external confining medium, while an inflatable structure’s internal pressuriza- 1398

tion (∼100 kPa) provides the pressure differential across the membrane wall. A sealed jam- 1399

ming structure integrated into or attached to a pressurised inflatable therefore achieves stiff- 1400

ness modulation without any vacuum pump—a simplification unavailable on Earth. Layer 1401

jamming, which achieves stiffness ratios exceeding 25:1 in terrestrial systems Fitzgerald et al. 1402

[2020], could be particularly well-suited for variable-stiffness robotic elements embedded in 1403

inflatable arms. 1404

(a) Terrestrial jamming

(b) Space jamming

Requires vacuum pump

Ambient vacuum = confining pressure

Pvacuum ≈ 0 Pa

Patm = 101.3 kPa

(external confining pressure)

(ambient space vacuum)

Granular

Granular

medium (particles)

medium (particles)

No pump

Vacuum

Inflatable structure

needed

pump

(internal pressure)

1 atm

∼0 Pa

Evacuates interior

Stiffness transition: compliant (unjammed) to rigid (jammed) via pressure differential

Figure 8: Jamming-in-vacuum principle for variable stiffness in space. (a) Terrestrial config- uration: a vacuum pump evacuates the sealed granular membrane, and atmospheric pressure (∼101 kPa) provides the external confining force that locks the particles. (b) Space configu- ration: the ambient space vacuum provides external confining pressure directly; the internal pressurisation of the host inflatable structure provides the pressure differential. The vacuum pump is eliminated, and the stiffness transition from compliant to rigid is achieved passively.

The primary engineering challenges are: (1) selecting space-compatible granular media 1405

that do not outgas (candidates include hollow glass microspheres and sintered ceramic gran- 1406

ules); (2) maintaining gas-tight seals over mission duration against micrometeoroid puncture; 1407

and (3) characterising friction behaviour of jammed interfaces in vacuum, where the absence 1408

of adsorbed water layers may alter surface friction coefficients. This insight represents a logi- 1409

cal deduction from known physics and inflatable structure operating principles, and requires 1410

experimental validation—a 5-year research priority identified in Section 13.3. 1411

7.7 Sealed Pneumatic Actuation in Space 1412

The opening constraint of this section—that ultrahigh vacuum eliminates ambient pressure 1413

support for unsealed pneumatic systems—does not preclude sealed pneumatic actuators that 1414

carry their own gas supply. BEAM itself is the supreme example of a sealed pneumatic 1415

structure in space. Ataka et al. Ataka et al. [2020] demonstrated model-based pose control 1416

of a pneumatic eversion robot with variable stiffness that is directly relevant to inflatable 1417

continuum manipulators for space inspection tasks. Eversion robots, which navigate their 1418

environment through growth by turning inside-out Hawkes et al. [2017], are particularly 1419

promising for space applications because the growth mechanism inherently manages the gas 1420

supply within the extending structure. 1421

Sealed pneumatic actuation with onboard gas storage is viable for missions where the total 1422

number of actuation cycles is bounded (limiting gas consumption) or where the inflatable 1423

structure’s own pressurisation system can serve as the gas source. The mass penalty of gas 1424

storage—approximately 0.5–2 kg per litre at 200 bar, depending on tank technology—makes 1425

this approach less competitive for sustained cyclic actuation than electrical alternatives, but 1426

appropriate for deployment and one-shot or low-cycle capture operations. 1427

7.8 Electroadhesion and Magnetic Actuation: Emerging Approaches 1428

Two additional actuation families, while not yet proposed for space inflatable systems, merit 1429

assessment for completeness. 1430

Electroadhesion (electrostatic adhesion to a target surface) differs from the vacuum-gap 1431

actuators of Section 7.2 in operating principle: Coulombic attraction to an external target 1432

surface rather than internal gap zipping. Guo et al. Guo et al. [2020] demonstrated elec- 1433

troadhesion pads integrated with soft robotic grippers for manipulation of non-cooperative 1434

surfaces, achieving adhesion pressures of 1–5 kPa on conductive substrates. For debris cap- 1435

ture on metallic spacecraft surfaces, electroadhesion offers a contactless-force alternative to 1436

mechanical grasping. The primary space qualification gaps are dielectric breakdown in par- 1437

tial vacuum (outgassing-induced), surface contamination from space debris, and radiation 1438

degradation of the dielectric layer. 1439

Magnetic soft actuators with programmed 3D magnetisation profiles Kim et al. [2018] 1440

represent a fundamentally different approach that avoids the vacuum and temperature limi- 1441

tations of pneumatics and elastomers. While not yet proposed for space, magnetic actuation 1442

in the field-free environment of orbit would require onboard field sources (permanent magnets 1443

Table 30
Table 30

or electromagnets), adding mass but eliminating the outgassing and embrittlement concerns 1444

of polymer-based actuators. This approach remains at TRL 2 for space applications. 1445

Table 14 presents a comparative assessment of the nine actuation technologies assessed 1446

for inflatable space systems. 1447

Table 31
Table 31

DEA / DEMES

Vacuum-gap electrostatic

Tendon-driven

SMA (deployment)

Sealed pneumatic

Jamming (vacuum-enabled)

Electroadhesion

Space TRL

Force output

Bandwidth

IEAP / IPMC

Vacuum compat.

Mass efficiency

TRL 6 threshold

0 2 4 6 8 10 Rating (0 = lowest, 10 = highest)

Table 32
Table 32

Figure 9: Comparative assessment of actuation technologies for soft inflatable space systems across five performance dimensions: space TRL, force output, bandwidth, vacuum compat- ibility, and mass efficiency. Ratings on a 0–10 scale follow the rubric in Table 15 and reflect the combined evidence from literature reviewed in Sections 7.1–7.8. Vacuum-gap electro- static actuators Sîrbu et al. [2025] and jamming Fitzgerald et al. [2020] score highest on vacuum compatibility, reflecting the “vacuum as enabler” paradigm shift.

Table 33
Table 33

Table 14: Actuator technology comparison for soft inflatable space systems.

Technology Force Speed Mass TRL Critical Space Gap (Space)

DEA/DEMES 0.8–2.2 mN ∼1 Hz <0.65 g 3–4 UV, outgas., low force Vacuum-gap electrost. >4 N >100 Hz 0.7 g 3–4 Radiation, thermal IL-IEAP (types B,C) Very low Medium Excellent 3–4 UV (shield), frozen op. Tendon-driven High High Good 5–6 Long-path friction SMA (one-shot) Medium Slow Low 8–9 Slow cooling, fatigue Jamming (layer) Stiffness only Medium Good 2–3 Unvalidated in vacuum Sealed pneumatic High Medium Mod. (gas) 4–5 Gas supply mass Electroadhesion 1–5 kPa Fast Low 2–3 Surface contam., diel. brkdn Magnetic (programmed) Medium Fast Mod. (magnet) 1–2 Requires onboard field

Table 34
Table 34

Table 15: Scoring rubric used for the actuation taxonomy in Figure 9. Intermediate scores are assigned by interpolation within each band and by engineering judgement where the literature reports qualitative rather than numerical performance.

Score Space TRL Force output Bandwidth Vacuum compatibility Mass efficiency

0–2 1–2 < 1 mN < 0.1 Hz Earth-atmosphere required > 5 g/N 3–5 3–4 1 mN–0.1 N 0.1–10 Hz Sealed or shielded tolerance 1–5 g/N 6–8 5–7 0.1–10 N 10–100 Hz Open vacuum compatible 0.1–1 g/N 9–10 8–9 > 10 N > 100 Hz Vacuum improves performance < 0.1 g/N

8 State of the Art: Sensing and Structural Health Mon- 1448

itoring 1449

Structural health monitoring (SHM) for inflatable space structures must address three simul- 1450

taneous requirements: detection of micrometeoroid and orbital debris (MMOD) impacts that 1451

may compromise pressure integrity, continuous monitoring of creep deformation in restraint 1452

layers under sustained pressure loading, and shape sensing for actively controlled inflatable 1453

manipulators. Fibre Bragg Grating (FBG) sensors have emerged as the leading technology 1454

platform for all three functions, with a coherent maturation pathway from rigid spacecraft 1455

heritage through soft actuator integration to inflatable habitat application. 1456

8.1 Fibre Bragg Grating Sensors: From Proba-2 to Inflatable Web- 1457

bing 1458

The FBG sensing principle—wavelength-selective reflection from a periodic refractive index 1459

modulation inscribed in a fibre core—enables wavelength-division multiplexing (WDM) and 1460

time-division multiplexing (TDM) of large sensor arrays on a single fibre strand. A single 1461

fibre can carry 100+ independent FBG sensors, each at a distinct Bragg wavelength, pro- 1462

viding distributed strain and temperature measurement with no electrical connections at 1463

the measurement points McKenzie et al. [2021]. Temperature sensitivity is approximately 1464

10 pm/◦C in the 1500–1600 nm wavelength range. 1465

ESA’s 20+ year investment in fibre optic sensing for spacecraft culminated in the Fiber 1466

Sensor Demonstrator (FSD) aboard Proba-2, launched in November 2009—the first fibre 1467

optic sensor network demonstrated in the space environment McKenzie et al. [2021]. The 1468

FSD incorporated 12 temperature sensors, a high-temperature thruster sensor, and a xenon 1469

tank pressure sensor, establishing TRL 7–8 for FBG technology on rigid spacecraft platforms. 1470

Radiation tolerance of appropriately selected fibre types (nitrogen-doped, fluorine-doped) has 1471

been confirmed through ground testing, with Type II and Type III FBGs showing the highest 1472

radiation hardness Morana et al. [2022], Baba et al. [2025]. 1473

The critical transition from rigid spacecraft to inflatable structures was demonstrated by 1474

Bally Ribbon Mills (BRM) and Luna Innovations under a NASA SBIR program Bally Ribbon 1475

Mills and Luna Innovations [2020]. High-Definition Fibre Optic Sensing (HD-FOS) elements 1476

were woven directly into Vectran structural restraint webbing during the manufacturing 1477

process—not bonded after fabrication. Testing on 0.61 m and 2.74 m (1/3-scale) inflatable 1478

habitat test articles at NASA Johnson Space Center demonstrated detection of: 1479

• Creep deformation under sustained pressure loading 1480

• Internal pressure changes during inflation and operational cycling 1481

• Micrometeoroid impact events (confirmed via hypervelocity impact testing on inflated 1482

articles) 1483

The partnership included NASA, Sierra Nevada Corporation, ILC Dover, BRM, and Luna 1484

Innovations, targeting applications for the Lunar Gateway and Mars transit habitats Bally 1485

Ribbon Mills and Luna Innovations [2020]. However, these results have been reported only 1486

in technical briefs and SBIR documentation, not in peer-reviewed publications—a gap that 1487

limits independent assessment of sensitivity metrics, minimum detectable impact size, and 1488

long-term reliability. 1489

The TRL assessment for FBG sensing across application domains is: 1490

• FBG on rigid spacecraft: TRL 7–8 (Proba-2 FSD flight heritage, 2009) 1491

• FBG in Vectran restraint webbing: TRL 4–5 (NASA JSC ground testing, 0.61 m and 1492

2.74 m articles) 1493

• FBG in operational inflatable habitat (flight): TRL 2–3 (not yet demonstrated) 1494

8.2 Multicore Fibre Optic Shape Sensing 1495

For soft actuator shape sensing, Galloway et al. demonstrated the first integration of a 1496

monolithic multicore Fibre Optic Shape Sensor (FOSS) into a fibre-reinforced soft pneumatic 1497

actuator Galloway et al. [2019]. The multicore fibre contains multiple sensing cores within a 1498

single cladding, enabling three-dimensional shape reconstruction from differential curvature 1499

measurements without requiring multiple separate fibre installations. Key results include a 1500

mean tip position error of 0.64 mm, successful reconstruction of six distinct planar shape 1501

profiles, and simultaneous detection of collision events, environmental shape changes, and 1502

material stiffness variations within a single sensing modality. 1503

Table 35
Table 35

Table 16: Sensing technology comparison for inflatable structural health monitoring.

Technology Accuracy Channels Space Demo TRL /Fiber Heritage Scale

FBG (rigid s/c) ±10 µε / ±1◦C 100+ Proba-2 (2009) Satellite 7–8 FBG (Vectran webbing) Creep/MMOD det. Multiple JSC ground 2.74 m 4–5 Multicore FOSS 0.64 mm tip Multicore Lab only Actuator 3–4 DFOS (Rayleigh) ±1 µε Continuous Lab only m-scale 2–3 Capacitive (stretch.) ±5% strain Per-sensor Lab only cm-scale 2–3 Resistive (fabric) ±2% strain Per-sensor Lab only cm-scale 2–3 Piezoelectric (PVDF) Impact detection Array Lab only Panel 2–3

The field has advanced significantly since Galloway’s initial demonstration. Paloschi et al. Paloschi 1504

et al. [2021] developed improved 3D shape reconstruction algorithms for multicore optical 1505

fibres, comparing transformation matrix approaches with Frenet-Serret equations for real- 1506

time applications and demonstrating that transformation matrix methods achieve superior 1507

accuracy for large-curvature deformations characteristic of soft actuators. Sefati et al. Sefati 1508

et al. [2021] demonstrated data-driven shape sensing of continuum manipulators using FBG 1509

sensors, achieving 1.22 mm distal-end position error without requiring sensor calibration— 1510

an approach relevant to the tendon-driven continuum arms discussed in Section 7.4. These 1511

advances collectively bring multicore FOSS from a proof-of-concept to a viable shape sensing 1512

modality for soft space manipulators, though the interrogator hardware miniaturisation and 1513

radiation tolerance gaps remain. 1514

The multicore FOSS approach offers two advantages over distributed single-core FBG 1515

arrays for soft structure applications. First, the monolithic construction eliminates the need 1516

for multiple fibre routing paths through complex soft geometries. Second, the differential 1517

curvature measurement provides inherent common-mode rejection of temperature-induced 1518

wavelength shifts, improving strain measurement accuracy in the thermally variable space en- 1519

vironment. The primary barriers to space qualification are the mass and power requirements 1520

of the multicore FOSS interrogator (readout) hardware, which has not yet been miniaturized 1521

for spacecraft integration, and the radiation tolerance of the multicore fibre itself, which has 1522

not been characterised. 1523

For broader context, Ramakrishnan et al. Ramakrishnan et al. [2016] provide a compre- 1524

hensive review of FBG sensors for structural health monitoring across aerospace applica- 1525

tions, confirming that FBG-based SHM is the most mature fibre optic sensing technology 1526

for spacecraft structures and identifying the key challenges for transitioning from rigid to 1527

flexible substrates. 1528

8.3 Capacitive, Resistive, and Alternative Soft Sensors 1529

While FBG sensors dominate the space-qualified sensing landscape, alternative soft sensing 1530

technologies merit assessment for completeness. Zhang et al. Zhang et al. [2023a] devote 1531

significant attention to stretchable capacitive sensors, resistive fabric sensors, and liquid 1532

metal strain sensors for soft space robots. The advantages of these technologies include: no 1533

requirement for specialised interrogator hardware (unlike FBG, which requires wavelength- 1534

swept laser sources), simpler integration into soft structures via printing or embedding, and 1535

lower per-sensor cost. However, for space applications, three significant limitations arise: 1536

• Electromagnetic interference (EMI) sensitivity: Capacitive and resistive sensors 1537

operate in the electrical domain and are vulnerable to the charged particle environ- 1538

ment of LEO, solar radio bursts, and EMI from onboard electronics. FBG sensors, 1539

operating in the optical domain, are inherently immune to EMI—a decisive advantage 1540

for spacecraft. 1541

• Radiation vulnerability: Liquid metal sensors (e.g., eutectic gallium-indium, EGaIn) 1542

and conductive polymer sensors have not been characterised for radiation tolerance. 1543

Ionising radiation can alter the resistivity of conductive polymers and the wetting prop- 1544

erties of liquid metals, degrading sensor calibration over mission-duration timescales. 1545

• Multiplexing limitations: A single optical fibre can carry 100+ independent FBG 1546

sensors via wavelength-division multiplexing; achieving comparable channel density 1547

with electrical sensors requires extensive wiring harnesses that add mass and failure 1548

modes to flexible structures. 1549

For inflatable habitat applications, capacitive pressure sensors could complement FBG 1550

strain sensors by providing direct pressure measurement at locations inaccessible to fibre 1551

routing. For soft robotic manipulators, resistive bend sensors offer simplicity advantages for 1552

prototype development, though FBG remains the preferred technology for flight systems. 1553

8.4 Distributed Fibre Optic Sensing: Rayleigh and Brillouin Scat- 1554

tering 1555

Distributed fibre optic sensing (DFOS) by Rayleigh or Brillouin scattering provides contin- 1556

uous strain and temperature profiles along the entire fibre length, rather than at discrete 1557

FBG grating locations. Rayleigh-based DFOS (e.g., Luna Inc. ODiSI platform) achieves 1558

spatial resolution of approximately 0.65 mm with strain resolution better than ±1 µε, while 1559

Brillouin-based systems provide sensing over distances up to 100 km at reduced spatial res- 1560

olution (typically 0.5–1 m). For inflatable habitats with large membrane areas requiring 1561

continuous monitoring (rather than point-by-point FBG interrogation), DFOS offers the 1562

potential for comprehensive strain mapping of the entire restraint layer from a single fibre 1563

installation. 1564

The principal barriers to space deployment of DFOS are: (i) interrogator size, mass, 1565

and power (current laboratory DFOS systems exceed 10 kg and 50 W, compared to <2 kg 1566

and <10 W for space-grade FBG interrogators); (ii) sensitivity to fibre bending loss, which 1567

is exacerbated by the tight bend radii in folded inflatable structures during stowage; and 1568

(iii) the absence of any space-environment characterisation data. DFOS is assessed at TRL 2– 1569

3 for space inflatable applications, but its unique capability for continuous spatial coverage 1570

makes it a high-priority development target for large-scale habitat SHM systems. 1571

8.5 Distributed Impact Detection 1572

The Distributed Impact Detection System (DIDS) installed on BEAM represents the highest- 1573

TRL implementation of impact sensing for inflatable habitats. DIDS uses distributed sensors 1574

to detect and locate MMOD impacts on the inflatable shell, providing real-time structural 1575

integrity monitoring. 1576

Beyond the BEAM DIDS, two emerging approaches extend impact detection capabilities. 1577

The BRM/Luna FBG-in-Vectran-webbing system described in Section 8.1 detected hyperve- 1578

locity impacts during ground testing, with the woven integration providing inherent coverage 1579

of the restraint layer structural grid Bally Ribbon Mills and Luna Innovations [2020]. Sepa- 1580

rately, White et al. demonstrated on-demand fabrication of PVDF-trFE piezoelectric sensors 1581

via in-space manufacturing techniques, enabling the production of impact detection arrays 1582

directly on deployed inflatable structures White et al. [2024]. This approach could address 1583

the challenge of instrumenting structures that are too large or complex to pre-instrument 1584

before launch. 1585

Li et al. proposed a complementary SHM approach based on low-frequency vibration 1586

response characterisation of pressurised inflatable structures, where changes in modal fre- 1587

quencies indicate structural degradation Li et al. [2022b]. This global monitoring approach 1588

could complement the local sensing provided by FBG arrays, together forming a hierarchical 1589

SHM architecture: global vibration monitoring for overall structural health assessment, and 1590

local FBG sensing for precise damage location and magnitude quantification. 1591

The pathway from current demonstrated capabilities to a flight-qualified inflatable SHM 1592

system requires: (1) formal peer-reviewed publication of the BRM/Luna FBG-in-webbing 1593

results with full sensitivity characterisation; (2) space qualification of FOSS interrogator 1594

hardware (mass, power, radiation tolerance); (3) development of data fusion algorithms 1595

combining local FBG and global vibration sensing; and (4) a flight demonstration, potentially 1596

as an ISS external payload experiment, to bridge the TRL 4–5 to TRL 7–8 gap. 1597

9 State of the Art: Power Systems for Large Inflatables 1598

The integration of electrical power generation with inflatable space structures is a critical 1599

enabling challenge for large deployable platforms. Unlike rigid spacecraft, where solar ar- 1600

rays are mechanically decoupled from the primary structure, inflatable systems present the 1601

possibility—and the engineering challenge—of co-locating photovoltaic generation on the de- 1602

ployable membrane itself. This section reviews the flexible solar array landscape, the singular 1603

attempt at inflatable-power integration (PowerSphere), and energy storage considerations for 1604

mission architectures ranging from 100 m-class debris shields to inflatable habitats. 1605

9.1 Flexible Solar Array Landscape: ROSA to Perovskite 1606

The current state of the art in flexible solar arrays for space is defined by the Roll-Out Solar 1607

Array (ROSA), which achieved TRL 9 via ISS flight demonstration in June 2017 as part 1608

of the STP-H5 experiment Spence et al. [2018]. The demonstration unit (5.40 m × 1.67 m) 1609

deployed successfully using stored strain energy in carbon-fibre-reinforced polymer (CFRP) 1610

slit-tube booms, requiring no motors. The subsequent production variant, iROSA, scaled 1611

to 6 m × 13.7 m wings generating over 28 kW per wing at beginning of life with XTJ Prime 1612

triple-junction cells at 30.7% efficiency. Six iROSA wings installed on the ISS between 1613

2021 and 2023 added over 120 kW of generation capacity. At system level (blanket plus 1614

booms, excluding spacecraft attachment hardware), ROSA achieves a specific power exceed- 1615

ing 100 W/kg—approximately 3.7× the legacy ISS silicon rigid-panel arrays at ∼27 W/kg 1616

Spence et al. [2018], Yan et al. [2025]. Critically, however, ROSA’s flexible photovoltaic 1617

blanket is deployed on rigid composite booms; the deployment mechanism is structurally 1618

distinct from inflatable substrate concepts. 1619

Beyond ROSA, three deployment architectures compete for next-generation high-power 1620

arrays Yan et al. [2025]: (i) Z-fold accordion panels on a central mast, representing the 1621

ISS legacy approach at TRL 9; (ii) fan-fold blankets on deployable masts, exemplified by 1622

China’s CST arrays on the Wentian laboratory module (2022), achieving approximately 4× 1623

the specific power of rigid baselines; and (iii) roll-out arrays (ROSA/iROSA class). Mega- 1624

ROSA and SOLAROSA concepts target 200–500 W/kg for systems exceeding 100 kW, though 1625

these remain at TRL 4–5 Yan et al. [2025]. For very large arrays approaching the kilometre 1626

scale (Space Solar Power Station concepts), wireless power transmission between modules 1627

has been identified as a necessity Yan et al. [2025]. 1628

A paradigm shift in flexible photovoltaic technology is emerging from perovskite-based 1629

tandem cells. Lang et al. Lang et al. [2020] provided the critical finding that perovskite/CIGS 1630

(copper indium gallium selenide) tandem cells are radiation-hard, while perovskite/silicon 1631

heterojunction (SHJ) tandems are emphatically not. Under 68 MeV proton irradiation at a 1632

fluence of 2 × 1012 p+/cm2 (equivalent to over 50 years at ISS altitude), perovskite/CIGS 1633

tandems retained approximately 85% of initial power conversion efficiency, whereas per- 1634

ovskite/SHJ devices degraded catastrophically to ∼1% retention due to proton-induced deep 1635

trap states in the silicon bottom cell Lang et al. [2020]. The perovskite top cell itself was 1636

essentially unaffected, with quasi-Fermi level splitting changing by only 0.004 eV. With ac- 1637

tive layers only 4.38 µm thick (2.8 mg/cm2), perovskite/CIGS achieves a specific power of 1638

7,400 W/kg at the active-layer level, or 2,100 W/kg when including a 25µm flexible polyimide 1639

substrate Lang et al. [2020]. More recently, Jeong et al. Jeong et al. [2024] demonstrated 1640

23.64% efficient flexible perovskite/CIGS tandems surviving 100,000 bending cycles with a 1641

specific power of approximately 6,150 W/kg at the cell level. 1642

These figures represent a 10–60× improvement over ROSA’s system-level specific power, 1643

Table 36
Table 36

though the comparison requires careful attention to system boundaries: cell-only figures 1644

exclude interconnects, encapsulant, wiring harness, and structural substrate, which collec- 1645

tively reduce specific power by a factor of 3–6× at the system level. Table 17 summarises 1646

the specific power versus TRL landscape across flexible photovoltaic technologies. 1647

9.2 The Inflatable-Power Integration Gap: PowerSphere and Be- 1648

yond 1649

The most direct attempt to integrate thin-film photovoltaics with an inflatable deployable 1650

structure was NASA’s PowerSphere programme (2004–2009), led by ILC Dover (structure), 1651

NASA Glenn Research Center (cells), and Sandia National Laboratories (interconnects) 1652

Cadogan et al. [2006b], Simburger et al. [2005]. The PowerSphere Engineering Develop- 1653

Table 37
Table 37

Table 17: Specific power versus TRL for flexible photovoltaic technologies for space applica- tions. Cell-only and system-level figures are distinguished where data are available.

Technology Specific Power (W/kg) Efficiency (%) TRL Ref.

Legacy ISS SAW (rigid) ∼27 (system) 14 9 Spence et al. [2 ATK UltraFlex ∼150 (system) 28–30 9 — ROSA/iROSA >100 (system) 30.7 9 Spence et al. [2 Mega-ROSA (target) >200–400 30.7 4–5 Yan et al. [202 Perovskite/CIGS (25 µm sub.) 2,100 (cell+sub.) 19.2 3–4 Lang et al. [20 Perovskite/CIGS (Kim 2024) ∼6,150 (cell) 23.6 3–4 Jeong et al. [20 PowerSphere (a-Si, measured) ∼7 (system) 10 4–5 Cadogan et al. [2 PowerSphere (proj. w/ III-V) ∼85 (projected) 27–30 — Cadogan et al. [2

Table 38
Table 38

Category / Cell efficiency

Target: high specific power + flight-qualified

1400

η = 12%

Heritage Thin film Emerging Inflatable

η = 25%

Perovskite (single jxn)

η = 33%

1200

Specific power (W/kg)

1000

800

Perovskite/Si tandem

600

CIGS thin-film

400

200

III-V MJ (rigid)

PowerSphere (integr.)

a-Si thin-film

ROSA/iROSA

(III-V flex)

0

1 2 3 4 5 6 7 8 9 10 Technology Readiness Level (TRL)

Figure 10: Specific power versus technology readiness level for flexible photovoltaic technolo- gies relevant to inflatable space structures. Marker size indicates cell efficiency. Perovskite- based technologies Lang et al. [2020], Jeong et al. [2024] offer 10–60× improvements over heritage ROSA systems Spence et al. [2018] at the cell level, but remain at TRL 3–4. The green shaded region indicates the target design space for next-generation inflatable-power integration: high specific power (>400 W/kg) at flight-qualified TRL (>6).

ment Unit was a 0.6 m diameter UV-rigidisable inflatable geodetic sphere clad with thin-film 1654

amorphous silicon (a-Si) solar cells on a polyimide substrate. The complete system com- 1655

prised a 1 kg PowerSphere subsystem mounted on a 3 kg bus, with 15 cells per hemisphere (9 1656

hexagonal, 6 pentagonal) connected via copper wrap-around flex-circuit interconnects that 1657

could survive folding during stowage without cracking Cadogan et al. [2006b], Simburger 1658

et al. [2005]. 1659

The UV-rigidisation mechanism is particularly significant for the survey’s themes. Thirty 1660

hinges per sphere used S-glass fibre reinforced with ATI-P600-2 UV-curing epoxy (glass tran- 1661

sition temperature Tg = 211 ◦C), encapsulated in UV-transparent 1-mil Mylar film. Upon 1662

exposure to solar UV radiation (λ < 385 nm) for 10–45 minutes post-deployment, the resin 1663

polymerised, converting the inflatable into a self-supporting rigid structure and eliminating 1664

the requirement for long-term inflation gas retention Cadogan et al. [2006b]. Inflation was 1665

achieved passively through vapour pressure from sublimation powder at approximately 1 psi 1666

(∼6.9 kPa). 1667

Thermal cycling tests (−120 ◦C to +80 ◦C, 1000 cycles per NASA specification) demon- 1668

strated cell and interconnect survival with less than 2% power degradation, although one 1669

of four interconnect coupons failed, prompting the addition of a titanium binder layer as a 1670

design modification. Cell interconnect technology was partially validated on the MISSE-5 1671

experiment aboard the ISS Cadogan et al. [2006b]. At 10% a-Si cell efficiency, the 0.6 m 1672

prototype generated approximately 29 W at design point, yielding a system specific power 1673

of ∼7.25 W/kg. With projected III-V triple-junction cells at 27–30% efficiency, the concept 1674

was estimated to reach ∼85 W/kg. 1675

The PowerSphere programme reached TRL 4–5 but never flew. Planned missions—the 1676

PowerSphere Flight Experiment and PSIREX (Pico Satellite Inflatable Reflector Experiment)— 1677

were not implemented, and the programme appears inactive since the final publication by 1678

Curtis et al. in 2007 on thermal cycling results Curtis et al. [2007]. No successor pro- 1679

gramme integrating thin-film photovoltaics with inflatable structure deployment has been 1680

identified. This represents a critical gap: ROSA (TRL 9) demonstrates that flexible photo- 1681

voltaic blankets function reliably in space, and PowerSphere (TRL 4–5) demonstrated that 1682

cells can survive fold/deploy on an inflatable substrate, but nobody is currently pursuing 1683

inflatable-integrated photovoltaics. A revival of the PowerSphere concept using modern per- 1684

ovskite/CIGS cells—which offer 200–300× higher specific power than the original a-Si cells 1685

and validated radiation hardness Lang et al. [2020]—represents a logical and compelling 1686

research direction. 1687

9.3 Energy Storage: Li-ion, RFC, and Mission-Dependent Selection 1688

Energy storage for large inflatable structures follows established space heritage, with tech- 1689

nology selection driven primarily by eclipse duration and mission architecture. The current 1690

standard is lithium-ion, with state-of-the-art cell-level specific energy of 200–300 Wh/kg 1691

and system-level (including battery management, thermal control, and structure) of 100– 1692

160 Wh/kg Sharma and Santasalo-Aarnio [2025]. The ISS lithium-ion upgrade programme 1693

(2017–2021), replacing nickel-hydrogen (Ni-H2) with 24 lithium-ion Orbital Replacement 1694

Units (ORUs) at 4 kWh each, provides direct heritage for large-structure lithium-ion energy 1695

storage. 1696

For a 100 m-class inflatable debris shield in LEO (90-minute orbit, 36-minute eclipse), 1697

the power demand is driven by supporting subsystems rather than the passive membrane 1698

itself. Station-keeping via electric propulsion dominates at 1–50 kW depending on orbit and 1699

attitude strategy (Section 11.3); attitude control, telemetry, and sensors add 1–7 kW. A total 1700

system power demand in the range of 2–50 kW is appropriate, requiring 4–40 kWh of eclipse 1701

energy storage—translating to 25–250 kg of lithium-ion battery mass at 160 Wh/kg system 1702

level. This is a non-trivial but manageable fraction of the estimated 5,000 kg total system 1703

mass. 1704

For missions requiring extended eclipse storage—notably lunar surface operations (354- 1705

hour lunar night) or deep-space transit—regenerative fuel cells (RFCs) offer 400–1,000 Wh/kg 1706

at system level but remain at TRL 5–6 for space applications Sharma and Santasalo-Aarnio 1707

Table 39
Table 39

[2025]. Supercapacitors (5–15 Wh/kg) are poorly suited for eclipse energy storage but may 1708

serve pulsed-load applications such as electric propulsion ignition or deployment actuators. 1709

Table 40
Table 40

Table 18 summarises the energy storage technology comparison. 1710

Table 18: Energy storage technologies for large inflatable space structures.

Technology Sp. Energy (Wh/kg) Cycle Life TRL Best Use Case

Li-ion (cell) 200–300 >30,000 9 LEO eclipse storage Li-ion (system) 100–160 >30,000 9 LEO eclipse storage Ni-H2 (legacy) 30–60 >40,000 9 Heritage only RFC (H2/O2) 400–1,000 — 5–6 Lunar night, deep space Supercapacitor 5–15 >500,000 7 Pulsed loads RTG N/A — 9 No-sun environments

10 State of the Art: Thermal Management 1711

Thermal management for inflatable space structures presents unique challenges that stem 1712

from the fundamental nature of the structural material: thin fabric membranes offer minimal 1713

thermal mass, poor through-thickness conductivity, and large surface area-to-volume ratios. 1714

These characteristics amplify the orbital thermal cycling environment and demand thermal 1715

control approaches that are compatible with the fold/deploy lifecycle, vacuum exposure, and 1716

the mechanical flexibility of the host structure. This section reviews established approaches 1717

(multi-layer insulation, loop heat pipes), the JWST sunshield as a large-area deployable 1718

thermal barrier precedent, and emerging technologies (variable emissivity coatings, phase 1719

change materials) that offer particular promise for inflatable applications. 1720

10.1 Multi-Layer Insulation for Inflatable Shells 1721

Multi-layer insulation (MLI) is the primary passive thermal control technology for spacecraft 1722

and achieves effective emittance εeff = 0.005–0.05 for 10–40 layer blankets Gilmore [2002], 1723

Finckenor and Dooling [1999]. For conventional rigid spacecraft, MLI is draped over external 1724

surfaces with controlled layer separation maintained by low-conductance spacers (typically 1725

Dacron netting). For inflatable structures, MLI integration is more complex: the insulation 1726

must survive folding, accommodate deployment kinematics, and maintain layer separation 1727

without rigid structural support. 1728

The TransHab/BEAM heritage shell architecture represents the current standard for 1729

inflatable habitat thermal design Kennedy [2002], Valle et al. [2019a]. In this architecture, 1730

MLI forms the outermost thermal protection sub-assembly of a five-layer softgoods stack, 1731

ordered (outer to inner) as: (1) BETA cloth exterior for atomic oxygen protection; (2) nylon- 1732

reinforced double-aluminised Mylar/Kapton MLI layers with perforated inner surfaces for 1733

venting during deployment; (3) Nextel/Kevlar stuffed-Whipple MMOD shield; (4) Vectran 1734

restraint layer carrying hoop and axial pressure loads; and (5) multi-redundant gas-tight 1735

bladder. The MLI sub-assembly in TransHab comprised over 20 individual reflector layers 1736

with effective emittance on the order of 0.015–0.05 Finckenor and Dooling [1999]. 1737

BEAM’s on-orbit thermal performance has been characterised as “more benign than 1738

predicted” NASA Johnson Space Center [2017], an observation attributed to the additional 1739

insulation provided by folded softgoods layers that act as low-conductance barriers even 1740

when not specifically designed as MLI. This finding has positive implications for inflatable 1741

structure design: the inherent multi-layer nature of the fabric wall stack provides a degree 1742

of passive thermal buffering beyond that of the dedicated MLI layers alone. 1743

10.2 The JWST Sunshield as Deployable Thermal Barrier Prece- 1744

dent 1745

The James Webb Space Telescope (JWST) sunshield is the largest deployed thermal barrier 1746

ever flown and provides the benchmark for what large-area passive thermal isolation can 1747

achieve Arenberg et al. [2016]. At 21.2 m × 14.2 m (approximately 300 m2), the kite-shaped 1748

sunshield comprises five layers of Kapton E polyimide membrane: Layer 1 (sun-facing) at 1749

50 µm thickness, Layers 2–5 at 25 µm. All layers are coated with 100 nm aluminium on both 1750

sides for reflectivity; Layers 1 and 2 additionally carry 50 nm doped silicon on the sun-facing 1751

surface for enhanced emissivity and electrostatic discharge grounding. 1752

The thermal performance is extraordinary: the sun-facing side of Layer 1 reaches approx- 1753

imately +110 ◦C while the telescope-facing side of Layer 5 operates at −233 ◦C—a gradient 1754

of 343 ◦C across five layers. Incoming solar power of approximately 200–250 kW is attenu- 1755

ated to ∼23 mW transmitted to the cold side, an attenuation ratio of approximately 106:1 1756

Arenberg et al. [2016]. This performance is achieved through the V-groove geometry: angled 1757

layers radiate inter-layer thermal energy sideways to deep space through the vacuum gaps 1758

between membranes. 1759

However, the JWST sunshield is not an inflatable structure. Layer separation is main- 1760

Table 41
Table 41

tained by six rigid spreader bars, with centre gaps of ∼25–50 mm expanding to ∼250 mm 1761

at the edges. The deployment system required 139 of JWST’s 178 release mechanisms, 400 1762

pulleys, 90 cables (∼0.5 km total), 8 motors, and 70 hinges Arenberg et al. [2016]. Table 19 1763

compares the JWST sunshield and TransHab shell architectures. 1764

It should be noted that JWST operates at the Sun-Earth L2 point, not in LEO—the 1765

thermal environment is fundamentally different (no orbital cycling, no atmospheric drag, no 1766

atomic oxygen), and this limits the direct applicability of JWST thermal performance num- 1767

Table 42
Table 42

Table 19: JWST sunshield versus TransHab inflatable shell comparison.

Feature JWST Sunshield TransHab Shell

Primary function Thermal isolation Structural + MMOD + thermal Layer count 5 membranes 5 sub-assemblies (60+ layers) Layer material Kapton E (all 5) Vectran, Kevlar, Nextel, Mylar Structural role None (spreader bars) Vectran restraint carries pressure Energy attenuation 106:1 ∼150 ◦C gradient Deployment 139 mechanisms, 8 motors Inflation pressure Deployed area 300 m2 220 m2 (cylinder)

bers to LEO inflatable structures. Nevertheless, for inflatable debris shields or large-area 1768

thermal barriers, the JWST heritage demonstrates that multi-layer Kapton stacks achieve 1769

extreme thermal gradients at 20+ metre scales. Adapting this concept to a fully inflat- 1770

able deployment mechanism—replacing rigid spreader bars with inflation-maintained layer 1771

separation—remains an open engineering challenge. A hybrid approach combining inflatable 1772

outer layers with rigid-bar-maintained inner separation represents a plausible intermediate 1773

architecture. 1774

10.3 Variable Emissivity Coatings and Smart Radiators 1775

Variable emissivity materials (VEMs) offer “electronic louver” functionality for dynamic ther- 1776

mal regulation without mechanical moving parts—a capability uniquely suited to large inflat- 1777

able surfaces where conventional mechanical louvers are impractical due to mass, complexity, 1778

and incompatibility with membrane substrates. Two technology families have received sus- 1779

tained development: passive thermochromic coatings and active electrochromic devices. 1780

Among passive thermochromic approaches, vanadium dioxide (VO2) based coatings are 1781

technically most advanced. Kim et al. Kim et al. [2019] performed the first direct calorimetric 1782

measurement of a VO2-based switchable radiator in a simulated space environment (vacuum 1783

10−7 Torr, cold block at 108 K). Their multilayer structure—Si substrate / VO2 (40–100 nm) 1784

/ BaF2 dielectric spacer (1,500 nm) / Au back reflector (200 nm)—operates as a Fabry-Pérot 1785

resonant absorber. In the low-temperature insulating state (T < 340 K), hemispherical 1786

emissivity is εL = 0.16; above the phase transition (T > 340 K, metallic VO2), εH = 0.51, 1787

yielding ∆ε = 0.35. The practical consequence is a net radiated power difference of 480 W/m2 1788

between 300 K and 373 K—a factor of 7× in radiative cooling capacity Kim et al. [2019]. 1789

The silicon substrate provides an incidental benefit: protection of the VO2 film from atomic 1790

oxygen erosion, addressing a known degradation mechanism. An earlier design by Hendaoui 1791

et al. Hendaoui et al. [2013] achieved a higher normal emissivity swing of ∆ε = 0.49 but 1792

without the atomic oxygen protection. 1793

The sole flight-demonstrated variable emissivity technology is the EclipseVEDTM elec- 1794

trochromic coating (Ashwin-Ushas Corporation), flown on the MidSTAR-1 satellite in 2007, 1795

achieving TRL 7–8. EclipseVED operates by applying a low voltage (1–3 V) to an elec- 1796

trochromic polymer film, switching emissivity across the range ε ≈0.19–0.90 in the 8–12 µm 1797

thermal infrared band. It requires no mechanical actuators, making it compatible with large- 1798

area application including inflatable surfaces. The principal limitation is the requirement for 1799

Table 43
Table 43

a thin-film conductor and electrical interconnects across the deployed area—a tractable but 1800

non-trivial integration challenge for inflatable structures. 1801

Table 44
Table 44

Table 20 compares variable emissivity technologies. 1802

Table 20: Variable emissivity coating technologies for spacecraft thermal control.

Technology ∆ε Tswitch Power TRL Flight Heritage

VO2 (Kim 2019) 0.35 (hemi.) 67 ◦C Zero 3–4 None VO2 (Hendaoui 2013) 0.49 (normal) 67 ◦C Zero 3 None EclipseVED (electrochromic) ∼0.71 Voltage ctrl 1–3 V 7–8 MidSTAR-1 (2007) MEMS louvers ∼0.8 (eff.) Bimetal Zero 7–8 Multiple

For the survey’s inflatable structures context, VEMs offer a path to autonomous ther- 1803

mal self-regulation: at high temperature (sunlit, electronics active), emissivity increases to 1804

reject heat; at low temperature (eclipse), emissivity decreases to conserve heat. This self- 1805

regulating behaviour eliminates active heaters in many scenarios, reducing power demand 1806

on power-constrained large inflatable platforms. The principal barrier to inflatable applica- 1807

tion is substrate compatibility: VO2 coatings currently require rigid silicon substrates, while 1808

EclipseVED has been demonstrated only on rigid aluminium panels. Developing these tech- 1809

nologies on flexible polymer substrates (Kapton, polyimide) is a near-term research priority. 1810

10.4 Loop Heat Pipes for Deployed Structures 1811

Loop heat pipes (LHPs) are the preferred heat transport technology for active thermal 1812

systems in space, offering passive capillary-driven two-phase fluid transport with zero pump 1813

power, distances up to several tens of metres, and heat loads up to 5+ kW per evaporator 1814

Maydanik [2005]. The capillary driving force is generated by a sintered porous wick confined 1815

to a compact evaporator body; vapour and liquid travel in separate smooth-wall transport 1816

lines. A compensation chamber at the evaporator provides thermal buffering and enables 1817

active setpoint control to ±0.5 ◦C via low-power heaters (1–5 W). Working fluids for space 1818

include ammonia (−40 to +70 ◦C, the standard), propylene (−60 to +50 ◦C, when ammonia 1819

freeze risk exists), and ethane (−100 to +30 ◦C) for cryogenic applications. 1820

LHP spaceflight heritage extends over 35 years, beginning with the Granat astrophysics 1821

satellite in 1989 and encompassing over 30 systems flown by 2005 across Russian, American, 1822

and European programmes Maydanik [2005]. The Hughes HS-702 communications satel- 1823

lite (1999) demonstrated the first LHP-coupled deployable radiator—the directly relevant 1824

precedent for inflatable structures, as the LHP flexible transport lines accommodated the 1825

mechanical hinge between the deployed radiator panel and the spacecraft bus. NASA’s EOS 1826

Terra and Aqua missions, ICESat/GLAS, and Swift/BAT all employed LHP thermal control. 1827

For inflatable habitats, LHPs are the natural technology for transporting waste heat 1828

from interior systems (avionics, crew metabolic load) to external deployable radiators. The 1829

flexible transport lines can be routed through deployment hinges and accommodate the 1830

geometric changes between stowed and deployed configurations. Current single-evaporator 1831

LHP systems transport 50–700 W in typical spacecraft configurations, with multi-loop archi- 1832

tectures providing aggregate capacities exceeding 10 kW for large platforms. The principal 1833

engineering challenge for inflatable integration is the condenser interface: bonding or me- 1834

chanically attaching the condenser panel to the flexible membrane requires a solution to the 1835

rigid-to-flexible interface problem discussed in Section 12.3. 1836

10.5 Phase Change Materials in Fabric Layers: The TRL 2–3 Gap 1837

Phase change materials (PCMs) offer passive thermal buffering by absorbing and releasing 1838

latent heat during orbital day/night transitions. For LEO inflatable habitats experiencing 1839

90-minute thermal cycles, the most promising PCM candidates are n-eicosane (melting point 1840

36.4 ◦C, latent heat 247–253 J/g) and n-octadecane (28.2 ◦C, 244 J/g) Diaconu et al. [2024]. 1841

PCM-based thermal control for rigid electronics enclosures has extensive spaceflight her- 1842

itage spanning from Apollo Lunar Roving Vehicle battery management (1971) through Mars 1843

rovers (Spirit, Opportunity, Curiosity, Perseverance; TRL 9) and ISS experiments (TRL 5–6) 1844

Diaconu et al. [2024]. 1845

However, integration of PCMs into flexible fabric layers for inflatable structures—the 1846

configuration needed to provide distributed thermal buffering across large membrane areas— 1847

remains at TRL 2–3. Five specific technical barriers have been identified: 1848

1. Microgravity containment: Liquid-phase PCM migrates freely in zero-g. Microen- 1849

capsulation (1–100 µm capsules) addresses this at small scale, but capsule integrity 1850

during the fold/deploy lifecycle has not been tested for space-grade materials. 1851

2. Fold/deploy cycling: PCM-loaded fabric must survive hundreds to thousands of 1852

fold/deploy cycles without capsule rupture—a requirement with no demonstrated so- 1853

lution in the space-qualified materials literature. 1854

3. Outgassing: PCM solvents and vapour can contaminate optical surfaces (solar cells, 1855

sensors). Space-qualified encapsulation that meets ASTM E595 outgassing require- 1856

ments has not been characterised for PCM-textile systems. 1857

4. Thermal conductivity: Raw paraffin PCMs have thermal conductivity k ≈0.2 W/(m·K)— 1858

approximately 1,000× lower than aluminium—resulting in slow thermal response. Car- 1859

bon nanotube or graphene additives can improve conductivity to 1–5 W/(m·K) but at 1860

the cost of reduced fabric flexibility and increased mass. 1861

5. Atomic oxygen interaction: PCM capsule shells (typically PMMA or gelatin) may 1862

erode under atomic oxygen flux in LEO, releasing PCM material and contaminating 1863

the local environment. 1864

Despite these barriers, the potential benefit is substantial. A 1 kg/m2 layer of microencap- 1865

sulated n-eicosane would provide ∼250 J/g × 1,000 g/m2 = 250 kJ/m2 of thermal storage— 1866

sufficient to buffer the first ∼10 minutes of eclipse entry for a membrane with low thermal 1867

mass, significantly reducing peak-to-trough temperature excursions. The technology needs 1868

a structured development programme analogous to what IRVE provided for flexible thermal 1869

protection systems. 1870

11 State of the Art: Attitude and Orbit Control 1871

Attitude and orbit control for large inflatable space structures is dominated by a single over- 1872

arching challenge: control-structure interaction (CSI). When structural flexibility approaches 1873

or overlaps the attitude control bandwidth, conventional rigid-body AOCS designs become 1874

inadequate or unstable. For 100 m-class inflatable structures, where the lowest natural fre- 1875

quencies may fall well below 0.1 Hz, CSI is not merely a complication—it is the central design 1876

driver. This section reviews the CSI challenge, the theoretical framework of gyroelastic body 1877

dynamics, the drag budget for large LEO structures, and the critical gap in AOCS theory 1878

for pressure-stabilised membranes. 1879

11.1 Control-Structure Interaction for Flexible Spacecraft 1880

CSI has been studied since the 1970s in the context of large space systems including the 1881

Solar Power Satellite concept, the Space Station, and large deployable antennas. For me- 1882

chanically stiff structures—rigid trusses, mesh antennas, deployable solar arrays—the lowest 1883

structural modes typically fall in the 0.1–1 Hz range for 10–30 m scale structures, and struc- 1884

tural damping ratios ζ ≈0.001–0.005 are small but predictable Angeletti et al. [2022]. The 1885

standard approach is modal truncation and notch filtering: identify the structural modes, ex- 1886

clude them from the control bandwidth, and ensure adequate frequency separation between 1887

rigid-body and flexible modes. 1888

For inflatable (pressure-stabilised) structures, the CSI problem is qualitatively different 1889

in four respects. First, structural stiffness is primarily provided by membrane tension arising 1890

from internal pressure (σhoop = pR/t for a cylindrical geometry) rather than material bending 1891

stiffness, and this stiffness changes if pressure is lost due to microleaks or thermal cycling. 1892

Second, the lowest natural frequencies scale inversely with structure size and can be ≪ 1893

0.1 Hz for 100 m-class structures, potentially falling within the AOCS bandwidth. Third, 1894

membranes cannot carry compressive stress—they wrinkle, creating local zones of nonlinear 1895

stiffness that invalidate linear modal analysis. Fourth, actuator forces transmitted through a 1896

flexible membrane diffuse spatially rather than transmitting cleanly through a rigid structural 1897

path, degrading actuator-to-mode coupling. No paper in the published literature explicitly 1898

addresses AOCS for pressure-stabilised inflatable structures at the 100 m scale. 1899

Angeletti et al. Angeletti et al. [2022] developed a “minimum complexity” hybrid ODE- 1900

PDE model for large flexible spacecraft that provides a useful methodological template: the 1901

rigid bus is treated as an ODE system (6 DOF) coupled to the flexible structure as a PDE 1902

system (beam/plate). Even a 2-mode truncation captured over 80% of the relevant dynamics 1903

for control design. However, this framework assumes conventional bending stiffness and is 1904

not directly applicable to pressure-stabilised membranes. 1905

11.2 Gyroelastic Body Theory and Distributed Momentum Man- 1906

agement 1907

The theoretical foundation for distributed attitude actuators on flexible structures was estab- 1908

lished by D’Eleuterio and Hughes in a series of foundational papers D’Eleuterio and Hughes 1909

[1984, 1986, 1987]. The 1984 paper introduced the concept of gyricity—the distribution of 1910

angular momentum per unit volume embedded within an elastic continuum. The governing 1911

equations couple elastic deformation to rigid-body rotation through the gyricity distribu- 1912

tion g(x), showing that distributed angular momentum fundamentally modifies elastic wave 1913

propagation and natural frequencies. The key theoretical finding is that gyroelastic systems 1914

have complex eigenvalues (gyroelastic frequency splitting), providing passive damping-like 1915

behaviour without explicit energy dissipation—analogous to Zeeman splitting in quantum 1916

mechanics D’Eleuterio and Hughes [1984]. The 1986 companion paper D’Eleuterio and 1917

Hughes [1986] derived the modal parameters (complex mode shapes, orthogonality condi- 1918

tions, participation factors) needed for practical numerical analysis, while the 1987 paper 1919

D’Eleuterio and Hughes [1987] extended the framework to complete spacecraft systems, 1920

treating a vehicle with distributed angular momentum storage as a unified gyroelastic body. 1921

Damaren and D’Eleuterio Damaren and D’Eleuterio [1989] solved the optimal gyricity 1922

distribution problem using calculus of variations: the spatial distribution g∗(x) that min- 1923

imises a quadratic performance index concentrates angular momentum where modal kinetic 1924

energy is highest—at the antinodes of the dominant vibration modes. This is directly analo- 1925

gous to collocating sensors at modal antinodes and provides the theoretical basis for actuator 1926

placement optimisation on large flexible structures. 1927

The most recent quantitative validation of distributed momentum management was pro- 1928

vided by Cachim et al. Cachim et al. [2025], who compared centralized (6 large reaction 1929

wheels on the bus) versus distributed (33 small reaction wheels throughout the structure) 1930

attitude control for a ∼30 m hexagonal plate-like structure (4,200 kg, Jxx = 2.2×105 kg·m2). 1931

Using LQG control with 25 retained modes below 80 Hz, the distributed configuration 1932

achieved 3.3× faster settling (30 s versus 100 s), 7× less structural deformation (0.33 µm 1933

versus 2.3 µm) during a 0.5◦slew, and improved fine pointing (RMS error 0.038 versus 1934

0.068 arcsec), at the cost of approximately 2× more total torque Cachim et al. [2025]. The 1935

structure was modelled as a Kirchhoff plate (bending-only, shear neglected), which is valid 1936

for thin plates with thickness-to-span ratio >1:30 but is not applicable to pressure-stabilised 1937

membranes. 1938

11.3 Drag Budget for 100 m-Class LEO Structures 1939

A 100 m-class inflatable structure in LEO faces a severe drag penalty due to its extreme 1940

area-to-mass ratio. At 500 km altitude, representative NRLMSISE-00 density anchors vary 1941

from ρ ≈5 × 10−13 kg/m3 at solar minimum (F10.7 ≈70 sfu) to ρ ≈3 × 10−12 kg/m3 at solar 1942

maximum (F10.7 ≈200 sfu)—a factor of 6× variation driven by solar EUV heating of the 1943

Table 45
Table 45

upper atmosphere Picone et al. [2002], Jiang et al. [2023], Andreussi et al. [2022]. For a 100 m 1944

diameter circular membrane presented broadside to the velocity vector (Aeff ≈7,850 m2), the 1945

drag force FD = 1

2ρv2CDA yields the estimates in Table 21. 1946

The drag coefficient range of CD = 2.4–3.2 for a flat membrane in free molecular flow is 1947

based on the standard models of Sentman Sentman [1961] and Moe and Moe Moe and Moe 1948

[2005], where the upper bound corresponds to complete diffuse reflection with full thermal 1949

accommodation on atomic oxygen surfaces. 1950

The area-to-mass ratio is the fundamental problem: if the 100 m structure totals 5,000 kg, 1951

A/m ≈1.6 m2/kg (broadside), compared to ∼0.02 m2/kg for the ISS—approximately 80× 1952

higher. Using the ballistic coefficient β = m/(CDA), the corrected drag loads still imply 1953

Table 46
Table 46

Table 21: Drag force estimates for a 100 m inflatable structure at 500 km altitude. Atmo- spheric densities are representative NRLMSISE-00 500 km anchors at F10.7 ≈70 sfu (solar minimum) and F10.7 ≈200 sfu (solar maximum) Picone et al. [2002]. All drag forces as- sume a circular orbit at 500 km altitude with v = 7,616 m/s relative to a non-co-rotating atmosphere; the ∼5% reduction from co-rotation at the equator is neglected, conservatively over-estimating drag at low inclinations. CD ≈2.4–3.2 for flat membrane in free molecular flow with atomic oxygen accommodation.

Scenario ρ (kg/m3) Aeff (m2) CD FD (N)

Solar min, edge-on 5 × 10−13 100 2.4 0.0035 Solar min, broadside 5 × 10−13 5,000 2.4 0.174 Solar min, broadside (max) 5 × 10−13 7,850 3.2 0.364 Solar max, broadside 3 × 10−12 5,000 3.2 1.39 Solar max, broadside (max) 3 × 10−12 7,850 3.2 2.19

100 m diameter structure, CD = 2.4

Table 47
Table 47

500 km

Broadside, solar max Broadside, solar min Edge-on, solar min SRP reference (0.054 N)

10 3

10 2

10 1

1.63 N

10 0

0.27 N

Drag force (N)

10 −1

0.02 N

10 −2

10 −3

10 −4

Conventional

spacecraft drag range

10 −5

10 −6

300 400 500 600 700 800 Altitude (km)

Table 48
Table 48

Figure 11: Drag force versus altitude for a 100 m diameter inflatable structure in LEO using CD = 2.4 nominally; Table 21 gives the CD = 3.2 sensitivity cases. The solar-minimum and solar-maximum density curves use exponential interpolation with scale heights H = 53 km and H = 65 km, respectively, anchored to representative NRLMSISE-00 densities at 500 km Picone et al. [2002]. The shaded region illustrates the factor-of-six variation in atmospheric density driven by the solar cycle, which dominates the orbit maintenance propellant budget.

that the orbital decay time at 500 km during solar maximum would be measured in months 1954

for sustained broadside orientation, not years. 1955

Second-Order Effects 1956

Three additional forces merit consideration for a complete 100 m-class force budget: 1957

Solar radiation pressure (SRP): For a 100 m diameter membrane at 500 km, the SRP 1958

force is FSRP = (P⊙/c) · A · (1 + r) ≈(4.56 × 10−6 N/m2) × 7,850 m2 × 1.5 ≈0.054 N, where 1959

P⊙= 1,361 W/m2 is the solar flux, c is the speed of light, and r ≈0.5 is the reflectivity. 1960

This SRP force is larger than the drag at solar minimum edge-on (0.0035 N) and is within a 1961

factor of four of the solar-minimum broadside case (0.174 N), so it is a first-order disturbance 1962

for lightly loaded membranes. 1963

Attitude-dependent cross-section: The table presents edge-on (100 m2) and broad- 1964

side (7,850 m2) as discrete cases, but a real membrane oscillates between attitudes unless 1965

actively controlled. The time-averaged effective area depends on AOCS capability—coupling 1966

the drag analysis to the AOCS gap (C4). Passive spin stabilisation about the minimum- 1967

inertia axis would yield a time-averaged Aeff intermediate between edge-on and broadside, 1968

approximately 0.5×Abroadside ≈3,900 m2, roughly halving the broadside drag but still orders 1969

of magnitude above edge-on. 1970

Propellant mass rate derivation: The xenon propellant consumption for Hall thruster 1971

drag compensation can be derived as ˙m = FD/(g0Isp), where g0 = 9.81 m/s2 and Isp = 3,000 s 1972

for a representative Hall thruster. For the solar-minimum broadside case (FD = 0.174 N): 1973

˙m = 0.174/(9.81 × 3,000) = 5.91 × 10−6 kg/s = 0.51 kg/day = 187 kg/year. For the solar- 1974

maximum broadside sensitivity case (FD = 2.19 N): ˙m = 2.19/(9.81 × 3,000) = 7.44 × 1975

10−5 kg/s = 6.4 kg/day. This is challenging for long-duration missions, but no longer orders 1976

of magnitude beyond ISS-class reboost logistics. The corresponding thrust power is P = 1977

FDve/(2η), where ve = g0Isp = 29,430 m/s and η = 0.6 (thruster efficiency): yielding 1978

4.3 kW for the solar-minimum broadside case and 54 kW for the solar-maximum broadside 1979

sensitivity case. The 1–50 kW range stated in Section 13.2 corresponds to solar-minimum 1980

through near-worst-case conditions with some edge-on attitude control. 1981

Air-Breathing Electric Propulsion (ABEP), which collects atmospheric gas for use as 1982

propellant, has been proposed for drag compensation in Very Low Earth Orbit (VLEO, 1983

150–450 km) Andreussi et al. [2022]. However, at 500 km the atmospheric density is approx- 1984

imately 100× lower than at the 250–350 km altitudes where ABEP is designed to operate, 1985

reducing achievable thrust to 0.001–0.1 mN—orders of magnitude insufficient for the 0.17– 1986

2.2 N broadside drag forces computed above. Conventional electric propulsion (Hall effect 1987

or gridded ion thrusters) with onboard xenon propellant is the only viable station-keeping 1988

option. This propulsion requirement fundamentally constrains mission architecture and rep- 1989

resents a significant fraction of the overall mass budget. 1990

11.4 The Missing Theory: AOCS for Pressure-Stabilised Mem- 1991

branes 1992

The gyroelastic body framework of D’Eleuterio and Hughes assumes elastic continua with 1993

Cauchy stress tensor constitutive relations—valid for beams, plates, and shells with inher- 1994

ent bending stiffness. Extending this framework to pressure-stabilised inflatable membranes 1995

requires four theoretical modifications that represent a significant gap in the published lit- 1996

erature: 1997

1. Pressure-stiffness coupling: For an inflatable structure, the effective stiffness Keff = 1998

Kmembrane + Kpressure, where the pressure contribution depends on inflation state and 1999

couples to deformation through the ideal gas law. When pressure changes due to mi- 2000

croleaks or thermal cycling, natural frequencies shift and gyroelastic modes reconfigure— 2001

a time-varying system for which fixed-gain controllers may become unstable. 2002

2. Wrinkling constraint: Membranes cannot carry compressive stress; they wrinkle, 2003

creating zones where σn = max(0, Tmembrane · εn). This state-dependent nonlinearity 2004

causes mode shapes to change with the deformation state, invalidating the linear modal 2005

analysis assumption that underpins both the D’Eleuterio framework and the Cachim 2006

optimisation. 2007

3. Orthotropic fabric constitutive model: Space fabrics (Vectran, Kevlar) are woven 2008

materials with highly anisotropic stiffness—warp versus weft direction stiffness can 2009

differ by 2–5×. The isotropic elastic continuum in the D’Eleuterio formulation requires 2010

replacement with an orthotropic constitutive model. 2011

4. Gas-structure interaction coupling: For large inflatable volumes, internal gas has 2012

its own dynamics (acoustic modes, pressure wave propagation). This is analogous to 2013

liquid sloshing in fuel tanks—a well-studied problem—but the gas-structure coupling 2014

for inflatable membranes has received no published treatment. 2015

Each of these extensions builds upon established prior work, and the timeline can be 2016

estimated with some granularity: 2017

• Pressure-stiffness coupling (estimated 3–4 years): The coupling of inflation pressure 2018

to membrane stiffness is well-understood for simple geometries through the gossamer 2019

structure dynamics literature Jenkins [2001]. The novel challenge is coupling this to the 2020

gyroelastic formulation, requiring a pressure-dependent constitutive model within the 2021

D’Eleuterio framework. This is the most tractable extension and could be addressed 2022

within a focused doctoral programme. 2023

• Wrinkling constraint (estimated 3–4 years): Tension-field theory Stein and Hedgepeth 2024

[1961] provides a well-established framework for membranes that cannot sustain com- 2025

pression. Roddeman et al. Roddeman et al. [1987] developed the modern computa- 2026

tional treatment. Integrating wrinkling-induced state-dependent stiffness into gyroe- 2027

lastic eigenvalue analysis is non-trivial but has analogues in rotor dynamics (cracked 2028

shaft models with breathing cracks). 2029

• Orthotropic fabric constitutive model (estimated 1–2 years): Replacing isotropic 2030

with orthotropic constitutive relations requires substituting the appropriate fourth- 2031

order stiffness tensor into the D’Eleuterio equations. The D’Eleuterio formulation uses 2032

the general Cauchy stress tensor, making the extension algebraically systematic. This 2033

is the most tractable extension and could constitute the early phase of a doctoral 2034

programme or a Master’s thesis. 2035

• Gas-structure interaction coupling (estimated 4–5 years): This is the most novel 2036

and uncertain extension. The fuel-sloshing analogy Abramson [1966] is useful but 2037

incomplete—gas is compressible while classical sloshing models assume incompressibil- 2038

ity. Coupled gas-membrane problems have been studied in the aeroelasticity literature 2039

(flutter of inflated membrane wings Leclercq and de Langre [2018]), providing a starting 2040

point, but the three-dimensional coupling for large inflatable volumes in the gyroelastic 2041

context has no precedent. This is the genuine multi-year research challenge. 2042

The total estimated timeline is 12–15 years if pursued sequentially by individual doctoral 2043

candidates, or 5–7 years if pursued in parallel by a coordinated research group with 2–3 2044

concurrent doctoral projects. The sequential estimate of 10–15 years stated in Section 13 2045

is therefore conservative but reasonable. This is among the most significant fundamental 2046

research gaps identified in this survey. 2047

12 State of the Art: Robotic In-Orbit Assembly 2048

The vision of large inflatable space structures—100 m-class debris shields, large-aperture 2049

antenna reflectors, or orbital habitats exceeding ISS volume—will likely require in-orbit 2050

assembly of subsystems that exceed the launch vehicle fairing envelope or are too complex 2051

for single-deployment architectures. This section reviews the state of in-space servicing, 2052

assembly, and manufacturing (ISAM) robotics, the E-Walker concept for walking robots on 2053

large structures, and the critical gap in rigid-to-flexible interface technology that currently 2054

prevents assembly on inflatable substrates. 2055

12.1 Assembly Robot Heritage and Current Programmes 2056

In-orbit robotic assembly heritage begins with the ISS, whose construction (1998–2011) relied 2057

on the Canadarm2 Space Station Remote Manipulator System (SSRMS): a 17.6 m, 7-DOF 2058

arm operating from fixed Power Data Grapple Fixtures (PDGFs) on the truss structure. 2059

Canadarm2 demonstrated that large-scale orbital assembly is achievable with telerobotic 2060

systems, but at the cost of extensive EVA support and ground-in-the-loop operations. 2061

The ISAM landscape has expanded substantially since ISS assembly. NASA’s 2025 State 2062

of Play report catalogues 524 capability entries across 145 developers in 21 countries, with 2063

over $2 billion in government investment NASA [2025]. Current programmes span mul- 2064

tiple technology readiness levels: GITAI’s S2 experiment demonstrated autonomous ISS 2065

solar array assembly (2021); Project GHOST validated tool manipulation in orbit (2024); 2066

DARPA’s NOM4D programme targets LEO truss assembly demonstration by Caltech in 2067

2026; and NASA Langley’s CIRAS/TALISMAN/SAMURAI/NINJAR ground demonstra- 2068

tions have validated multi-robot truss assembly at 15 m scale Li et al. [2022c], Doggett et al. 2069

[2018]. The European PULSAR project targets autonomous assembly of a 12 m telescope 2070

mirror Rognant et al. [2019]. Northrop Grumman’s MEV-1 (2020) and MEV-2 (2021) rep- 2071

resent the first commercial ISAM operations, though these are servicing (docking with client 2072

spacecraft) rather than structural assembly. 2073

A critical observation for the present survey is that all 524 entries in the NASA ISAM 2074

catalogue address assembly of rigid structures—trusses, beams, modular satellites, and mir- 2075

ror segments NASA [2025]. Not a single entry addresses assembly on or of inflatable/flexible 2076

substrates. This is not a mere omission; it reflects a fundamental gap in the technology base: 2077

the rigid-to-flexible interface problem remains unsolved (Section 12.3). 2078

12.2 Walking Robots for Large Structure Assembly: E-Walker 2079

The End-over-End Walking Robot (E-Walker) represents the current state of the art in 2080

walking manipulators designed for ISAM missions Nair et al. [2022, 2024]. Inheriting the 2081

Canadarm2 design philosophy of end-over-end locomotion via grapple fixtures, the E-Walker 2082

is a 7-DOF dexterous manipulator at full scale of approximately 475 kg with 350 kg pay- 2083

load capacity—sufficient to handle one primary mirror segment for a 25 m Large Aperture 2084

Space Telescope (LAST). Maximum joint torque reaches ∼70 Nm at Joint 2, and finite ele- 2085

ment analysis confirms maximum link deflection of only 0.04 mm under full payload, with a 2086

buckling safety factor exceeding 129 Nair et al. [2022]. 2087

A scaled prototype (1.3 m, 12 kg, 2 kg payload at 1:6 scale) has been demonstrated in 2088

ground testing. Nair et al. Nair et al. [2024] evaluated 11 concepts of operations for 25 m 2089

telescope assembly, concluding that a dual E-Walker configuration is optimal. The 8 m E- 2090

Walker requires 4.5 m less workspace than an equivalent fixed-base arm, making walking 2091

locomotion particularly advantageous for assembly tasks distributed over large structures. 2092

However, all E-Walker analysis assumes a rigid assembly substrate. The grapple fix- 2093

tures are ISS-standard PDGFs requiring rigid interfaces with ±10 mm capture tolerance and 2094

multi-kN load capacity. When the E-Walker applies 70 Nm joint torques during assembly 2095

operations, Newton’s third law transmits equal and opposite reactions into the mounting 2096

substrate. On the ISS rigid truss, these are absorbed globally; on an inflatable membrane, 2097

they would cause local deformation, potential wrinkling, and excitation of global vibration 2098

modes. The 475 kg robot’s every movement in microgravity creates reaction forces that, on 2099

a flexible membrane, propagate as structural disturbances. 2100

12.3 The Rigid-to-Flexible Interface Gap 2101

All existing docking and assembly interfaces assume rigid-to-rigid connections. Liu et al. 2102

Liu et al. [2024] designed an androgynous docking port with ±23.5 mm translation tolerance 2103

for on-orbit assembly—a practical engineering specification for robotically-assisted mating 2104

of rigid modules. ISS Power Data Grapple Fixtures, common berthing mechanisms, and all 2105

ISAM interface concepts in the literature share this rigid-to-rigid assumption. 2106

No published work specifically addresses distributed rigid-module attachment to inflat- 2107

able membranes in the space environment. However, several bodies of adjacent work provide 2108

relevant design heritage that should be acknowledged: 2109

• Tensegrity structures: Tensegrity platforms Skelton and de Oliveira [2009] inher- 2110

ently address the rigid-to-flexible interface through bar-cable connections. NASA 2111

Ames’ Super Ball Bot Sabelhaus et al. [2015] demonstrates rigid node attachment to 2112

tensioned cables in a reconfigurable structure; the load-spreading problem at hardpoint- 2113

membrane interfaces is structurally analogous to the bar-cable joint in tensegrity. 2114

• Deployable antenna feed support: Large deployable mesh antennas (Harris/L3 2115

AstroMesh, Northrop Grumman CRAF) attach a rigid feed assembly to a tensioned 2116

cable-net/mesh reflector surface Santiago-Prowald and Rodrigues [2018]. The feed 2117

support struts connect rigid hardware to a flexible, tension-stabilised structure—a 2118

direct analogue to the rigid-module-on-inflatable-membrane problem. 2119

• Solar sail boom-membrane attachment: Solar sail designs (e.g., IKAROS, NEA 2120

Scout) attach rigid booms to thin-film membranes via reinforced corner fittings. The 2121

stress concentration and load distribution at these attachment points have been anal- 2122

ysed in the solar sail literature Fernandez et al. [2014]. 2123

The gap remains genuine: none of these analogues addresses the full combination of vac- 2124

uum, thermal cycling, atomic oxygen, micrometeoroid exposure, and zero-gravity dynamics 2125

Table 49
Table 49

on an inflatable pressure-stabilised substrate. The adjacent work provides starting points 2126

for analysis but not validated solutions. 2127

Table 50
Table 50

Table 22 summarises the technology readiness of assembly interface approaches. 2128

Table 22: Assembly interface technology readiness for space structures.

Interface Type TRL Heritage Notes

Rigid-to-rigid (PDGF) 9 ISS Operational since 2001 Rigid-to-rigid (androgynous) 3–4 Ground demo Liu et al. 2024 Rigid-to-flexible (hardpoint) 2–3 BEAM ring Conceptual only Rigid-to-flexible (distributed) 1–2 None No published work

The closest flight analog is the BEAM-ISS interface: a rigid berthing ring connects the 2129

inflatable module to the ISS Node 3 (Tranquility) common berthing mechanism. This is a 2130

single rigid-to-inflatable joint at the berthing interface, not a distributed attachment system 2131

across the membrane surface. No demonstrated technology exists for attaching multiple rigid 2132

subsystems (reaction wheels, solar array drives, communications antennas) to an inflatable 2133

membrane at distributed locations. This is a novel finding of this survey and represents a 2134

critical research gap. 2135

12.4 Assembly-Enabled Inflatable Platforms: Design Requirements 2136

Based on the analysis in Sections 12.2–12.3, a set of design requirements for assembly-enabled 2137

inflatable platforms can be identified: 2138

1. Embedded rigid attachment rings: Metallic rings (0.5–1 m diameter) must be sewn 2139

into the inflatable fabric at pre-determined assembly points during manufacturing, with 2140

integrated load-spreading plates to distribute reaction forces over sufficient membrane 2141

area. The stress concentration factor at such embedded hardpoints (2–5× local stress 2142

amplification) must be accounted for in the membrane structural design. 2143

2. Compliance layer: A 3–5 mm silicone or elastomeric foam layer between each rigid 2144

attachment ring and the membrane accommodates local deformation and provides 2145

vibration isolation, preventing point-load damage to the fabric. 2146

3. Pre-integration requirement: Retrofitting hardpoints onto an already-deployed 2147

inflatable is impractical. All assembly interfaces must be designed in and manufactured 2148

as part of the inflatable structure before launch. This implies that the assembly concept 2149

of operations must be fully defined before the inflatable is manufactured—a significant 2150

systems engineering constraint. 2151

4. Active vibration isolation: Small dampers or isolation mounts between each E- 2152

Walker grapple point and the membrane surface attenuate reaction forces from assem- 2153

bly operations, reducing excitation of global membrane vibration modes. 2154

5. Pressure-aware operations: Assembly operations that change the mass distribu- 2155

tion (adding subsystems) alter both the inertia tensor and the natural frequencies of 2156

the inflatable structure. AOCS must accommodate these time-varying dynamics— 2157

connecting to the gap identified in Section 11.4. 2158

The E-Walker on an inflatable platform is conditionally feasible with pre-integrated hard- 2159

points, compliance layers, and active vibration isolation. However, none of these solutions has 2160

been demonstrated even at component level for space applications. A ground demonstration 2161

programme—analogous to NASA Langley’s CIRAS/TALISMAN truss assembly demonstra- 2162

tions but on an inflatable test article—would represent a significant advance toward closing 2163

this gap. 2164

13 Challenges, Open Questions, and Research Roadmap 2165

The preceding eight technology surveys (Sections 5–12) have documented a paradox that 2166

defines the current state of soft inflatable robotic systems for space: individual enabling tech- 2167

nologies have reached moderate-to-high readiness levels—Vectran restraint layers at TRL 9 2168

(Section 5), shape memory alloy deployment actuators at TRL 8–9 (Section 7.5), fibre Bragg 2169

grating sensors on rigid spacecraft at TRL 7–8 (Section 8.1)—yet no integrated soft inflat- 2170

able robotic system has been demonstrated in space. This section consolidates the research 2171

gaps identified throughout the survey, assesses their severity and interdependence, proposes 2172

a structured research roadmap spanning 5-year and 15-year horizons, and identifies the most 2173

viable path to a near-term flight demonstration. 2174

13.1 Critical Research Gaps 2175

A systematic analysis of the technology areas reviewed in Sections 5–12 reveals 5 critical 2176

gaps, 9 moderate gaps, and 10 minor gaps. Here we consolidate the 5 critical gaps, each of 2177

which represents a showstopper for at least one major application domain. 2178

C1: Absence of Quantitative Soft-versus-Rigid Fragmentation Comparison. The 2179

central motivation for soft capture in active debris removal (Section 3.2) rests on the propo- 2180

sition that compliant mechanisms reduce fragmentation risk relative to rigid robotic arms. 2181

Qualitative evidence supports this argument: Arshad et al. Arshad et al. [2025] identified 2182

the “potential to generate fragments during the capturing phase” for rigid systems; Chen 2183

et al. Chen et al. [2024] concluded that “single contact-based caging is excessively risky for 2184

fast-tumbling targets”; and the RemoveDebris harpoon test demonstrated structural fail- 2185

ure of a carbon fibre boom at 20 m s−1 impact Aglietti et al. [2020]. The e.deorbit mission 2186

study computed peak joint torques of 195 N m for capture of an 8-tonne ENVISAT tumbling 2187

at 5 ◦s−1 Flores-Abad et al. [2014]. However, no published study provides a quantitative 2188

fragmentation probability as a function of contact compliance. The catastrophic fragmenta- 2189

tion threshold (10 J g−1 specific energy from the IMPACT model Johnson et al. [2001]) has 2190

never been applied to a soft-versus-rigid capture force comparison. The fragmentation risk 2191

is physically plausible and supported by qualitative assessments—particularly for degraded 2192

appendages (solar panels, thermal blankets, antennas) that may have lost 30–60% of their 2193

original strength through decades of space environment exposure—but remains experimen- 2194

tally unquantified. This survey adopts the precautionary principle that compliant capture 2195

is preferred until quantitative data become available, on the basis that the consequences of 2196

inadvertent fragmentation are severe enough to warrant risk-averse technology selection. We 2197

propose this as the single highest-priority experimental investigation the community should 2198

undertake, requiring hypervelocity and low-velocity impact testing with debris surrogates at 2199

varying contact compliance levels. 2200

C2: No Soft Robotic Capture System Has Flown in Space. Despite eight distinct 2201

soft or compliant capture approaches documented in Section 3.2—gecko adhesive (TRL 4– 2202

5), DEMES grippers (TRL 3–4), bistable soft grippers (TRL 2–3), cryogenic metallic cable 2203

robots (TRL 3), inflatable origami arms (TRL 3), flytrap origami (TRL 2–3), thermally 2204

qualified multi-layer grippers (TRL 2), and the INSIDeR system concept (TRL ∼4)—none 2205

has flown. The gecko adhesive gripper of Jiang et al. Jiang et al. [2017] achieved microgravity 2206

validation with 100% capture success rate on spherical targets and capacity exceeding 400 kg, 2207

making it the most mature candidate. However, this gripper operates on a rigid robotic arm 2208

platform and is more accurately classified as a compliant end-effector on a conventional 2209

manipulator (Section 3.1). The gap between ground/parabolic-flight demonstration and or- 2210

bital flight requires addressing space environment qualification (vacuum outgassing, thermal 2211

cycling, radiation exposure over mission-duration timescales) for which limited data exist. 2212

C3: Rigid-to-Flexible Assembly Interface Lacks Specific Published Research. 2213

Section 12.3 identified that no published work specifically addresses distributed rigid-module 2214

attachment to inflatable membranes in the space environment, though adjacent work in 2215

tensegrity structures Skelton and de Oliveira [2009], Sabelhaus et al. [2015], deployable an- 2216

tenna feed supports Santiago-Prowald and Rodrigues [2018], and solar sail boom-membrane 2217

attachments Fernandez et al. [2014] provides relevant design heritage. All heritage dock- 2218

ing interfaces—ISS PDGF, Common Berthing Mechanism, ClearSpace-1 capture arms, and 2219

the androgynous interfaces reviewed by Liu et al. Liu et al. [2024]—assume rigid-to-rigid 2220

mating. At the 100-metre scale required for large inflatable debris shields (Section 11.3) or 2221

solar power platforms, the inflatable structure becomes a platform onto which functional 2222

modules must be assembled in orbit Nair et al. [2024], Li et al. [2022c]. The reaction force 2223

problem—how to apply assembly torques to a membrane that deforms under the applied 2224

load—has no published solution specific to the space inflatable context. Embedded metallic 2225

hardpoint rings represent a plausible design concept informed by the tensegrity and antenna 2226

feed analogues, but require detailed finite element analysis of stress concentration at the 2227

rigid-flexible interface, none of which has been published. 2228

C4: No Published AOCS Theory for Pressure-Stabilized Inflatable Structures. 2229

The control-structure interaction literature reviewed in Section 11.1 addresses rigid trusses, 2230

mesh antennas, and mechanically stiffened deployable arrays—structures with inherent stiff- 2231

ness independent of pressurization. Pressure-stabilized inflatable structures exhibit funda- 2232

mentally different dynamics: stiffness is a function of inflation pressure (a time-varying pa- 2233

rameter), membranes wrinkle under compression introducing piecewise-linear stiffness non- 2234

linearity, fabric is anisotropic, and internal gas couples to structural modes D’Eleuterio 2235

and Hughes [1984], Jenkins [2001]. The D’Eleuterio–Hughes gyroelastic body framework 2236

D’Eleuterio and Hughes [1984, 1986, 1987] provides the most promising theoretical founda- 2237

tion, but requires four extensions: (i) pressure-dependent constitutive model for membrane 2238

elements, (ii) wrinkling constraints reflecting piecewise-linear stiffness transitions, (iii) or- 2239

thotropic fabric constitutive laws, and (iv) gas-structure coupling for internal atmosphere 2240

dynamics. Each extension constitutes a substantial theoretical undertaking; collectively they 2241

define a research programme of 10–15 years. 2242

C5: Inflatable-Power Integration Gap. The PowerSphere programme (Section 9.2) 2243

demonstrated thin-film photovoltaic integration with an inflatable substrate using amor- 2244

phous silicon cells, achieving 7.25 W kg−1 at 10% cell efficiency Cadogan et al. [2006b]. The 2245

programme has been inactive since approximately 2009, and no successor has been identified. 2246

Meanwhile, perovskite/CIGS tandem cells have achieved 2100 W kg−1 with 25 µm substrates 2247

and greater than 85% power retention after more than 50 years of LEO-equivalent proton irra- 2248

diation Lang et al. [2020]. The technology exists to revive inflatable-integrated photovoltaics 2249

at 20–300× the specific power of the original PowerSphere, yet no programme is pursuing 2250

this integration. The gap is institutional rather than technical: flexible PV researchers and 2251

inflatable structure researchers operate in separate communities with no overlap programme. 2252

13.2 Integration Challenges at System Level 2253

Beyond individual technology gaps, the fundamental barrier to flight-ready soft inflatable 2254

robotic systems is system integration. The preceding sections documented integration deficits 2255

across multiple interfaces: 2256

• Actuation–Structure: Vacuum-gap electrostatic actuators (Section 7.2) achieve >4 N 2257

force at 0.7 g mass Sîrbu et al. [2025] using thin-film polymer multilayer construction 2258

that is structurally analogous to inflatable membrane wall architectures—yet no study 2259

has attempted to laminate actuator layers into an inflatable arm liner. Similarly, the 2260

Table 51
Table 51

SMP rigidisation

Zylon (interior)

Materials &

Vectran restraint

Structures

Kevlar MMOD Nextel bumper

Active controlled

Origami packaging

Deployment

InflateSail

Mechanics

LOFTID

BEAM inflation

Jamming (vacuum)

DEA / DEMES Vacuum-gap ES

Actuation

Tendon-driven

SMA hinges

Capacitive soft

Multicore FOSS Distributed impact

Sensing &

SHM

FBG in webbing

FBG (heritage)

Perovskite PV PowerSphere-type

Power Systems

CIGS thin-film

ROSA / iROSA Li-ion batteries

PCM in fabric

VO₂ coatings LHP deployed

Thermal Management

MLI (heritage) JWST sunshield

CSI for inflatables

Distributed CMG Gyroelastic body

AOCS

EP drag comp.

CMG (heritage)

Rigid–flex i/f

Autonomous assembly

In-Orbit Assembly

Walking robots

Docking i/f

Canadarm2

Concept (TRL 1–3)

Validated (TRL 4–6)

Flight proven

(TRL 7–9)

1 2 3 4 5 6 7 8 9 Technology Readiness Level (TRL)

Figure 12: Technology readiness landscape across the eight enabling technology areas re- viewed in Sections 5–12. Each marker represents a specific sub-technology; colour indicates TRL band (red: concept TRL 1–3; orange: validated TRL 4–6; green: flight-proven TRL 7– 9). While heritage components (Vectran, FBG, ROSA, MLI, Canadarm2) have reached TRL 7–9, the integrative technologies required for soft inflatable robotic systems—vacuum- gap actuators, jamming in vacuum, rigid-to-flexible interfaces, distributed momentum man- agement, and PCM in fabric—remain at TRL 2–3.

jamming-in-vacuum concept (Section 7.6) has a sound physical basis Fitzgerald et al. 2261

[2020] but zero experimental validation in relevant conditions. 2262

• Sensing–Structure: FBG sensors woven into Vectran webbing have been demon- 2263

strated at NASA JSC on 0.61 m and 2.74 m test articles (TRL 4–5) Bally Ribbon 2264

Mills and Luna Innovations [2020], while multicore fibre optic shape sensing achieves 2265

0.64 mm position accuracy in soft actuators Galloway et al. [2019]. The same FBG 2266

technology could provide both structural health monitoring for inflatable walls and 2267

proprioceptive sensing for inflatable robotic arms—a unified sensing architecture that 2268

has not been proposed or demonstrated. 2269

• Power–Thermal–Structure: A large inflatable membrane with thin-film PV on the 2270

sun-facing surface, MLI on the space-facing surface, and variable-emissivity coatings 2271

for thermal regulation represents a multi-functional surface that would merge the power 2272

and thermal subsystems into a single membrane layer. The PowerSphere concept ap- 2273

proached this integration using 2004-era materials Cadogan et al. [2006b]; 2025-era 2274

perovskite/CIGS cells on Kapton or Mylar substrates would share the same polymer 2275

base as inflatable MLI layers Lang et al. [2020], making the integration pathway plau- 2276

sible. 2277

• AOCS–Deployment: BEAM’s deployment anomaly (25 inflation bursts over 7 hours; 2278

Section 6.3) illustrates that deployment is a dynamic event with angular momen- 2279

tum consequences. For a free-flying 100-metre inflatable, each inflation pulse imparts 2280

momentum to the structure, and as the structure changes shape during deployment 2281

its modal frequencies shift—potentially crossing into the AOCS controller bandwidth 2282

D’Eleuterio and Hughes [1984]. No published work addresses the coupled deployment– 2283

AOCS problem for inflatables. 2284

• Drag–Power–Thermal Cascade: At 500 km altitude, a 100-metre broadside inflat- 2285

able experiences drag forces of 0.17–2.2 N depending on solar activity, attitude, and 2286

drag coefficient (Section 11.3). To illustrate the cascade quantitatively, consider a 2287

worked example for the solar-minimum broadside case (FD = 0.174 N) and the solar- 2288

maximum broadside sensitivity case (FD = 2.19 N): 2289

Step 1 — Thrust: Hall thruster at Isp = 3,000 s, exhaust velocity ve = g0Isp = 2290

29,430 m/s. 2291

Step 2 — Power: Pthrust = FDve/(2η) where η = 0.6. Solar-min broadside: P = 0.174× 2292

29,430/1.2 = 4.3 kW. Solar-max broadside sensitivity case: P = 2.19 × 29,430/1.2 = 2293

54 kW. 2294

Step 3 — Solar array: At 300 W m−2 (BOL, triple-junction) and 100 W kg−1 system- 2295

level specific power: solar-min requires 14 m2 / 43 kg; solar-max requires 180 m2 / 2296

540 kg—a major but not prohibitive subsystem allocation. 2297

Step 4 — Waste heat: At 40% combined losses (thruster + PPU): solar-min generates 2298

1.7 kW waste; solar-max generates 21 kW waste. 2299

Step 5 — Radiator: At 200 W m−2 radiator capacity: solar-min requires 9 m2; solar- 2300

max requires 110 m2. 2301

This cascade demonstrates that the solar-maximum broadside scenario is challenging 2302

without active attitude control to reduce Aeff, confirming that drag budget and AOCS 2303

capability are inextricably coupled. Edge-on operation at solar minimum (0.0035 N 2304

drag, ∼0.085 kW power, <1 m2 array) is feasible; other scenarios require either active 2305

attitude management, altitude selection, or both. No published analysis traces this full 2306

cascade end-to-end for inflatable platforms, and a complete parametric study spanning 2307

altitude, solar cycle, attitude strategy, and propulsion technology is identified as a 2308

future research need. 2309

A unifying observation emerges: the integration barriers are not gaps within individual 2310

technology disciplines but gaps between disciplines. The soft robotics community, the inflat- 2311

able structures community, the space power community, and the GNC community each have 2312

mature capabilities; the intersections remain unexplored. This fragmentation of the research 2313

landscape is itself a structural challenge that programmatic measures (cross-disciplinary 2314

funding calls, joint ground demonstrators) must address. 2315

13.3 Proposed Research Roadmap: 5-Year and 15-Year Horizons 2316

Based on the gap analysis above and the technology readiness levels documented in Sec- 2317

tions 5–12, we propose a two-horizon research roadmap. The 5-year horizon (2026–2031) 2318

targets ground validation and component-level flight demonstration; the 15-year horizon 2319

(2026–2041) targets system-level flight demonstration and initial operational capability. 2320

5-Year Horizon (2026–2031). Five priority activities are identified, each addressing one 2321

or more critical or moderate gaps: 2322

1. Jamming-in-vacuum experimental validation (addresses M1). Ground experi- 2323

ment: vacuum chamber with sealed granular/layer jamming specimen connected to a 2324

pressurized chamber simulating an inflatable interior. Measure stiffness ratio versus 2325

pressure differential and compare to terrestrial baselines. Space-compatible granular 2326

media candidates include hollow glass microspheres and metallic powder. This ex- 2327

periment is well-defined, moderate-cost, and publishable regardless of outcome. If 2328

successful, it validates variable-stiffness robotic elements that are simpler in orbit than 2329

on Earth—a paradigm inversion for soft space robotics. 2330

2. FBG-in-Vectran-webbing flight demonstration (addresses M6). Current ground 2331

demonstrations at NASA JSC Bally Ribbon Mills and Luna Innovations [2020] have 2332

reached TRL 4–5. The next step is a flight experiment on an ISS external payload 2333

platform (e.g., MISSE or Bartlett) exposing FBG-instrumented Vectran webbing to the 2334

LEO environment (atomic oxygen, UV, thermal cycling, MMOD) for 12–24 months. 2335

Success would advance the technology to TRL 6–7 and establish the flight heritage 2336

base for inflatable SHM. 2337

3. Perovskite/CIGS fold-deploy-power testing (addresses C5, M5). Deposit per- 2338

ovskite/CIGS tandem cells on 25 µm polymer substrates identical to those used for 2339

inflatable MLI. Subject samples to 1000 fold/deploy mechanical cycles, 1000 thermal 2340

Table 52
Table 52

Now

5-year milestone

15-year milestone

2026–2028

Jamming-in-vacuum validation

Dependency

2027–2030

FBG flight demonstration

5-year milestones

2026–2029

Perovskite fold-deploy testing

2027–2030

Rigid–flexible interface prototype

2026–2031

Gyroelastic theory extension

2029–2035

Soft gripper flight demo

15-year milestones

2031–2037

10 m inflatable with PV

2033–2039

Assembly robot on inflatable

2035–2041

AOCS-qualified inflatable

2026 2028 2030 2032 2034 2036 2038 2040 2042 Year

Figure 13: Research roadmap for soft inflatable robotic space systems spanning 5-year and 15-year horizons. Near-term milestones focus on ground validation of critical unknowns (jamming-in-vacuum, FBG flight, perovskite fold-deploy, rigid-flexible interface); long-term milestones target integrated flight demonstrations (soft gripper capture, 10 m inflatable with PV, assembly robot on inflatable substrate, AOCS-qualified inflatable).

vacuum cycles (−100 ◦C to 120 ◦C), and atomic oxygen exposure at LEO-equivalent 2341

fluences. Measure power output degradation after each environmental stress. This 2342

establishes whether the remarkable radiation hardness of perovskite/CIGS Lang et al. 2343

[2020] survives the additional mechanical and environmental stresses of inflatable in- 2344

tegration. 2345

4. Rigid-to-flexible interface ground prototype (addresses C3). Design, fabricate, 2346

and test embedded metallic load-spreader rings sewn into representative multi-layer 2347

inflatable fabric during manufacture. Characterize load distribution, stress concentra- 2348

tion factors, and modal response under simulated assembly loading. Compare FEA 2349

predictions with experimental measurements. This ground programme would produce 2350

the first published dataset on rigid-to-flexible assembly interfaces for space inflatables. 2351

5. Gyroelastic theory extension for pressure-stabilized membranes (addresses 2352

C4). Mathematical extension of the D’Eleuterio–Hughes framework D’Eleuterio and 2353

Hughes [1984, 1986] incorporating pressure-dependent stiffness and fabric orthotropy. 2354

Numerical validation against commercial FEM codes for representative inflatable ge- 2355

ometries (cylinder, torus, sphere). Publication of the extended theory would establish 2356

the foundational AOCS framework that any 100-metre-class inflatable mission will 2357

require. 2358

15-Year Horizon (2026–2041). Four system-level demonstrations define the long-term 2359

roadmap: 2360

1. Soft gripper flight for debris capture (addresses C1, C2). A CubeSat or small- 2361

satellite class mission demonstrating compliant capture of a cooperative (then non- 2362

cooperative) target in LEO. The gripper subsystem (gecko adhesive, DEMES, or suc- 2363

cessor technology) operates on an inflatable arm with integrated FBG sensing. This 2364

mission provides the first orbital data on soft capture dynamics and validates the frag- 2365

mentation risk reduction argument with flight telemetry. 2366

2. 10-metre inflatable with integrated photovoltaics (addresses C5). A free-flying 2367

technology demonstrator deploying a 10-metre-class inflatable membrane with lami- 2368

nated perovskite/CIGS cells, demonstrating fold/deploy survival and power generation 2369

in the orbital environment. This bridges the gap between ROSA-class rigid-boom flex- 2370

ible arrays (TRL 9) and the 100-metre inflatable solar platforms envisioned for future 2371

missions. 2372

3. Assembly robot on inflatable substrate (addresses C3). A ground or parabolic- 2373

flight demonstration of a walking or crawling robot (E-Walker class Nair et al. [2024]) 2374

operating on an inflatable test article, attaching and detaching rigid modules via em- 2375

bedded hardpoint interfaces. This validates the rigid-to-flexible assembly concept in 2376

representative (reduced) gravity conditions. 2377

4. AOCS-qualified pressure-stabilized inflatable (addresses C4). A free-flying in- 2378

flatable structure (3–10 metre scale) with onboard AOCS demonstrating three-axis at- 2379

titude control of a pressure-stabilized membrane in LEO. This validates the extended 2380

gyroelastic theory and provides the first flight data on control-structure interaction for 2381

inflatable spacecraft. 2382

Drag–Power–Thermal Cascade for 100 m Inflatable at 500 km

P = F·ve/2η

ηEP ≈ 100%

(η = 60%) PSA = 300 W/m2 ηwaste ≈ 60%

Solar Array

EP Thrust

Electrical

Thermal Waste

Best case (solar min,

Drag Force

Required

Power

Heat

Area

edge-on)

3.3 m2

0.35 N

0.35 N

1.0 kW

0.6 kW

Radiator

Area

0.2 m2

Solar Array

EP Thrust

Electrical

Thermal Waste

Worst case (solar max,

Drag Force

Required

Power

Heat

Area

broadside)

165+ m2

21 N

21 N

50+ kW

30+ kW

Radiator

Area

10+ m2

Figure 14: Drag-power-thermal cascade analysis for a 100 m-class inflatable structure in LEO, illustrating how atmospheric drag drives propulsion power requirements, which in turn drive solar array sizing and thermal dissipation budgets. The cascade quantifies the interdependence of the AOCS, power, and thermal subsystems.

13.4 The Path to Flight Demonstration 2383

Among the roadmap milestones, the most flight-ready near-term demonstrator can be iden- 2384

tified by selecting the highest-TRL components from each technology area and integrating 2385

them into a single mission concept. The analysis in Sections 5–8 suggests the following 2386

combination: 2387

• Capture mechanism: Gecko adhesive gripper (TRL 4–5, microgravity validated, 2388

400 kg capacity) Jiang et al. [2017], noting that this is a compliant end-effector on a 2389

conventional arm rather than a fully soft system. 2390

• Arm structure: Inflatable multi-link arm based on the POPUP concept (TRL 3) 2391

Palmieri et al. [2023], using Vectran fabric links with FBG-instrumented webbing. 2392

• Structural health monitoring: FBG sensors in Vectran webbing (TRL 4–5 ground) 2393

Bally Ribbon Mills and Luna Innovations [2020], providing both SHM and propriocep- 2394

tive shape sensing via multicore FOSS principles Galloway et al. [2019]. 2395

• Deployment: SMA-based hinge deployment for arm segments (TRL 8–9) Costanza 2396

and Tata [2020]. 2397

This combination achieves an estimated system TRL of 3–4, limited by the inflatable 2398

arm structure. A CubeSat-class (12U–16U) demonstrator could validate the complete soft 2399

capture concept—deploy inflatable arm, acquire cooperative target, demonstrate FBG-based 2400

shape sensing during capture—within a 3–5 year development timeline from programme ini- 2401

tiation. The mission would produce the first orbital dataset on: (i) inflatable arm deployment 2402

dynamics, (ii) FBG sensor performance in the LEO environment on a flexible structure, and 2403

(iii) compliant capture contact dynamics. These three datasets address critical gaps C2, M6, 2404

and partially C1, making this demonstrator the highest-value single mission for advancing 2405

the field. 2406

The key technical risk is the inflatable arm structure: POPUP-class arms have been 2407

demonstrated only in simulation Palmieri et al. [2023], and the transition from analytical 2408

design to space-qualified flight hardware requires a focused engineering programme. However, 2409

the constituent technologies—Vectran fabric, SMA deployment mechanisms, FBG sensors— 2410

each have independent space heritage that de-risks the integration challenge. 2411

A critical observation from the roadmap analysis is that the fragmentation paradox (Sec- 2412

tion 3.1) will not be resolved by the flight demonstrator alone. The proposed CubeSat mission 2413

validates soft capture mechanics but does not generate fragmentation data. Resolving gap 2414

C1 requires a parallel ground campaign: hypervelocity and low-velocity impact testing with 2415

debris surrogate materials (solar panel fragments, aluminium honeycomb, carbon fibre com- 2416

posite) at representative contact forces, comparing rigid grasp, compliant grasp, and soft 2417

envelopment capture modes. Parabolic flight campaigns can provide microgravity validation 2418

of the ground results. Together, the flight demonstrator and the ground fragmentation study 2419

would establish the quantitative evidence base that the soft ADR proposition currently lacks. 2420

14 Conclusions 2421

This survey has reviewed the state of the art in soft inflatable robotic systems for space 2422

applications, covering eight enabling technology areas across 14 sections and synthesizing 2423

findings from the active debris removal, space exploration, and robotic assembly domains. 2424

Four key findings emerge from this comprehensive analysis. 2425

Finding 1: The Fragmentation Paradox Demands Soft Capture Solutions. The 2426

space debris environment has reached a critical state: over 54,000 tracked objects larger than 2427

10 cm, an estimated 140 million fragments between 1 mm and 1 cm, and a total orbital mass 2428

exceeding 15,800 tonnes ESA Space Debris Office [2025]. Active debris removal at the rate of 2429

at least 5 large objects per year is required to stabilize the LEO population Liou et al. [2010]. 2430

Yet the dominant ADR approach—rigid robotic capture, as exemplified by ClearSpace-1— 2431

carries an unquantified but non-trivial fragmentation risk for tumbling targets (Section 3.1). 2432

Rigid capture of a debris object could generate new fragments, potentially exacerbating the 2433

very problem it aims to solve. Soft and compliant capture mechanisms (Section 3.2), by ab- 2434

sorbing kinetic energy rather than transmitting contact impulses, offer a system-level safety 2435

margin that rigid capture cannot provide. The absence of a quantitative soft-versus-rigid 2436

fragmentation comparison (gap C1) is the single most important open research question 2437

identified by this survey. Until this comparison is performed, the ADR community is select- 2438

ing capture mechanisms without the fundamental dataset needed for informed technology 2439

selection. 2440

Finding 2: Inflatable Habitats Are Flight-Proven, with a Clear Path to Deep- 2441

Space Application. BEAM’s 8+ years of continuous operation on the International Space 2442

Station has conclusively demonstrated that pressure-stabilized inflatable modules can sur- 2443

vive the LEO environment at TRL 9 (Section 4.1). The mass efficiency advantage is decisive: 2444

39 kg m−3 for TransHab versus 137–205 kg m−3 for metallic ISS modules Valle et al. [2019a]. 2445

Vectran-based restraint layers provide specific strengths exceeding 2300 kN m kg−1, an or- 2446

der of magnitude beyond aerospace metals (Section 5.1). Current commercial programmes 2447

(Sierra Space LIFE) have demonstrated full-scale burst pressures of 77 psi, exceeding NASA 2448

structural requirements by 27% (Section 4.2). The path from BEAM to deep-space habitats 2449

requires addressing three challenges: radiation shielding (BEAM’s 8–10× higher SPE dose 2450

versus metallic modules; Section 4.4), autonomous deployment reliability (BEAM’s 25-burst, 2451

7-hour deployment was rescued by ISS crew; Section 6.3), and the 19× volume scale-up from 2452

BEAM’s 16 m3 to a 300+ m3 deep-space transit habitat. Each challenge is substantive but 2453

bounded, with identified mitigation strategies (water-wall radiation shielding, deployment 2454

sequencing control, and multi-layer restraint engineering, respectively). 2455

Finding 3: The Space Vacuum Is a Resource, Not Merely an Obstacle. The tra- 2456

ditional framing of the space environment as hostile to soft robotics—pneumatic actuation 2457

loses its working medium, elastomers outgas, lubricants evaporate—is being overturned by 2458

three developments. First, vacuum-gap electrostatic actuators Sîrbu et al. [2025] achieve 2459

>4 N force at 0.7 g mass with >100 Hz bandwidth by using internal vacuum gaps as func- 2460

tional elements; these actuators require vacuum and are simpler in orbit than on Earth 2461

(Section 7.2). Second, the jamming-in-vacuum principle exploits the ambient orbital vac- 2462

uum as the external low-pressure reservoir for granular or layer jamming, eliminating the 2463

vacuum pump required in terrestrial implementations (Section 7.6); this remains a logical 2464

deduction requiring experimental validation (gap M1), but the physics is straightforward. 2465

Third, the very existence of pressure-stabilized inflatable structures depends on the vacuum 2466

environment providing the pressure differential that creates structural stiffness. Together, 2467

these observations suggest that soft inflatable robotic systems for space constitute a distinct 2468

engineering discipline—not merely terrestrial soft robotics adapted for space, but a field 2469

where the space environment enables capabilities impossible on Earth. 2470

Finding 4: The Critical Barrier Is System Integration, Not Individual Technol- 2471

ogy Maturity. Perhaps the most significant finding of this survey is negative: no single 2472

technology gap is a showstopper for the field. Vectran and Kevlar are flight-proven for inflat- 2473

able structures (TRL 9). SMA deployment mechanisms are flight-proven (TRL 8–9). FBG 2474

sensors have flown on Proba-2 (TRL 7–8). iROSA-class flexible photovoltaics power the 2475

ISS (TRL 9). Loop heat pipes transport multi-kilowatt thermal loads (TRL 9). Reaction 2476

wheels provide attitude control for the largest operational spacecraft (TRL 9). The barrier 2477

is at the interfaces: no programme has integrated FBG sensors into an inflatable structure 2478

for flight; no programme is developing photovoltaics on inflatable substrates; no theory ad- 2479

dresses AOCS for pressure-stabilized membranes; no interface enables rigid module assembly 2480

onto flexible platforms. The field suffers from a fragmentation of its own—not of debris, but 2481

of research communities. Soft roboticists, inflatable structure engineers, space power spe- 2482

cialists, and GNC researchers each advance their disciplines without the cross-disciplinary 2483

programmes needed to integrate their outputs into flight-ready systems. 2484

This survey has attempted to bridge that fragmentation by reviewing all eight enabling 2485

technology areas through a single lens: the unifying thesis that the same high-strength fabric 2486

technologies (Vectran, Kevlar, Nextel) serve both active debris removal and space exploration 2487

applications. The cross-domain connections identified throughout—thermal management 2488

informing actuator design (Section 10), MMOD protection materials serving as actuation 2489

substrates (Section 5), FBG sensing unifying habitat SHM and robotic proprioception (Sec- 2490

tion 8.1), and the drag–power–thermal cascade governing 100-metre-class platform architec- 2491

ture (Section 11.3)—are insights that emerge only from the breadth of an integrative review. 2492

They cannot be seen from within any single technology discipline. 2493

The research roadmap proposed in Section 13.3 identifies concrete near-term actions: 2494

jamming-in-vacuum validation, FBG flight demonstration on inflatable webbing, perovskite/CIGS 2495

fold-deploy testing, rigid-flexible interface prototyping, and gyroelastic theory extension. The 2496

most flight-ready integrated demonstrator—a gecko-adhesive gripper on an inflatable arm 2497

with FBG structural health monitoring—could fly within 3–5 years of programme initia- 2498

tion, generating the first orbital dataset on soft inflatable robotic capture. The longer-term 2499

vision—a 10-metre inflatable with integrated photovoltaics, assembly robots operating on 2500

inflatable platforms, and AOCS-qualified pressure-stabilized structures—defines a 15-year 2501

trajectory toward operational capability. 2502

The space debris crisis demands action on a timescale shorter than the 15-year technology 2503

roadmap allows. ClearSpace-1 and its successors will fly rigid capture missions within this 2504

decade. The soft robotics and inflatable structures communities must move from component- 2505

level demonstration to system-level integration with urgency commensurate with the prob- 2506

lem. The technologies exist; the integration does not. Closing the integration gaps identified 2507

in this survey is the defining challenge for the next generation of space robotics research. 2508

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