Bio-Inspired Meta-Composite Lattice Platforms for Floating Offshore Wind Turbines: Multi-Physics Durability, Hydrodynamic Performance, and Circularity Assessment
Department of Mathematics & Statistics, Padma Kanya Multiple Campus (P.K.M.C.), Tribhuvan University (T.U.), Kathmandu 44600, Nepal
Department of Science and Technology, MIT Campus, Rajarshi Janak University, Janakpurdham 45600, Nepal
Department of Civil Engineering, Kathmandu University (K.U), Dhulikhel 45200, Nepal
Faculty of Science, Technology, and Engineering, Rajarshi Janak University, Janakpurdham 45600, Nepal
Department of Mathematics, Padma Kanya Multiple Campus, Tribhuvan University, Kathmandu 44600, Nepal
DOI: https://doi.org/10.36956/sms.v8i2.3365
Received: 28 May 2026 | Revised: 8 June 2026 | Accepted: 24 June 2026 | Published Online: 30 June 2026
Copyright © 2026 Khageshwar Mandal, Rishav Jha, Kameshwar Sahani, Suresh Kumar Sahani, Jay Narayan Jha. Published by Nan Yang Academy of Sciences Pte. Ltd.
This is an open access article under the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License.
Abstract
The proposed bio-inspired meta-composite lattice platform (BMCLP) comprises topology-optimized octet-truss lattices with bio-epoxy composite skins reinforced with flax fibre, geometrically based on skeletal architectures of Hexactinellida sponges. A coupled multi-physics framework was developed for a 15 MW floating wind turbine system, integrating finite-element structural analysis, potential-flow hydrodynamics with equivalent Morison calibration for porous lattice members, spectral fatigue assessment with conservative S-N knock-downs for natural fibre composites, Fickian seawater degradation modelling, and a streamlined life cycle assessment (LCA). The BMCLP reduced structural mass by 68.5% while preserving a comparable global stiffness to the steel OC4-DeepCwind benchmark. Hydrodynamic validation against published semi-submersible response amplitude operator (RAO) data showed an 18% reduction in pitch response amplitude under extreme sea state conditions due to wave energy dissipation through the porous lattice; this advantage decreased to 10% under 50 mm marine fouling and 5% under 100 mm heavy fouling. Spectral fatigue analysis using a Joint North Sea Wave Project (JONSWAP) spectrum indicated that the pontoon-to-column joint governed fatigue life, with a 25-year damage index well below unity. Fickian diffusion modelling predicted 78.8% residual compressive strength at 25 years. The LCA demonstrated a 77.6% reduction in global warming potential (GWP) over a 25-year service life, mainly due to bio-based material substitution, avoided steel production, and reduced additive-manufacturing waste. The research links biomimetic structural design, validated multi-physics performance, and circular economy principles, providing a reproducible methodology for low-carbon floating offshore infrastructure.
Keywords: Bio-Inspired Lattice Structures; Floating Offshore Wind Turbines; Meta-Composites; Fatigue Durability; Life Cycle Assessment; Circularity; Hydrodynamic Performance
References
[1] McCoy, A., Musial, W., Hammond, R., et al., 2024. Offshore Wind Market Report: 2024 Edition. National Renewable Energy Laboratory (NREL), Golden, CO, USA.
[2] Yi, Y., Zhu, D., Guo, S., et al., 2020. A review on the deterioration and approaches to enhance the durability of concrete in the marine environment. Cement and Concrete Composites. 113, 103695. DOI: https://doi.org/10.1016/j.cemconcomp.2020.103695
[3] Annamalaisamy Sannasiraj, R.D., Shi, S., Liu, X., et al., 2025. A fully coupled depth-dependent corrosion model for reinforced concrete piles under marine environmental conditions. Construction and Building Materials, 472, 140795. DOI: https://doi.org/10.1016/j.conbuildmat.2025.140795
[4] Stranddorf, L., Ladenburg, J., Rönnblom, A., et al., 2025. Evaluating environmental impacts and public preferences in offshore wind farm decommissioning. Environmental Impact Assessment Review. 118, 108253.
[5] Kappenthuler, S., Seeger, S., 2021. Holistic evaluation of the suitability of metal alloys for sustainable marine construction from a technical, economic and availability perspective. Ocean Engineering. 219, 108378. DOI: https://doi.org/10.1016/j.oceaneng.2020.108378
[6] Mohammad, S.I., Qrain, B.A., Alenazi, S.A., et al., 2025. Lifecycle Cost Management for Offshore Marine Renewable Energy Wind Infrastructure: An Integrated Model Using Circular Economy Principles. Sustainable Marine Structures. 7(3), 248–270.
[7] Napte, K.E., Kondhalkar, G., Vishal Patil, S.V., et al., 2025. Recent advances in sustainable concrete and steel alternatives for marine infrastructure. Sustainable Marine Structures. 7(2), 107–131. DOI: https://doi.org/10.36956/sms.v7i2.2072
[8] Santivongskul, P., Fox, K., Tran, P., 2025. Microstructural hierarchy of Euplectella aspergillum: Mechanical insights and biomimetic applications. Bioinspiration & Biomimetics. 20(5).
[9] Zadpoor, A.A., Mirzaali, M.J., Valdevit, L., et al., 2023. Design, material, function, and fabrication of metamaterials. APL Materials. 11(2), 020401. DOI: https://doi.org/10.1063/5.0144454
[10] Dutta, G.S., Meiners, D., Gunkelmann, N., 2023. A study of free-form shape rationalization using biomimicry as inspiration. Polymers. 15(11), 2466. DOI: https://doi.org/10.3390/polym15112466
[11] Morales, C., Claure, G., Emparanza, A.R., et al., 2020. Durability of GFRP reinforcing bars in seawater concrete. Construction and Building Materials. 270, 121492. DOI: https://doi.org/10.1016/j.conbuildmat.2020.121492
[12] DNV-ST-C501. 2022. Composite Components.
[13] Kristiansen, T., Mentzoni, F., Molin, B., 2025. The role of plate-end separation and plate thickness of perforated plates in oscillatory flow. Physics of Fluids. 37(9), 097117.
[14] Cejuela, E., Negro, V., del Campo, J.M., 2020. Evaluation and optimization of the life cycle in maritime works. Sustainability. 12(11), 4524. DOI: https://doi.org/10.3390/su12114524
[15] Xiao, Y., Fani, N., Tavangarian, F., et al., 2024. Nested structure role in the mechanical response of spicule inspired fibers. Bioinspiration & Biomimetics. 19(4).
[16] He, J., Men, X., Jiao, B., et al., 2024. Coupled Aero–Hydrodynamic Analysis in Floating Offshore Wind Turbines: A Review of Numerical and Experimental Methodologies. Journal of Marine Science and Engineering. 12(12), 2205. DOI: https://doi.org/10.3390/jmse12122205
[17] Xu, M., Sitnikova, E., Li, S., 2024. A failure criterion for genuinely orthotropic materials and integration of a series of criteria for materials of different degrees of anisotropy. Royal Society Open Science. 11(5), 240205. DOI: https://doi.org/10.1098/rsos.240205
[18] Amouzadrad, P., Mohapatra, S.C., Guedes Soares, C., 2025. Numerical model for the hydroelastic response of a moored articulated floating platform with a flap-type wave energy converter. Journal of Ocean Engineering and Marine Energy. 12(2), 697–715. DOI: https://doi.org/10.1007/s40722-025-00458-x
[19] Amouzadrad, P., Mohapatra, S.C., Guedes Soares, C., 2026. Analytical and numerical model on the hydroelastic response of an array of moored circular offshore floating platforms. Ocean Engineering. 343(Part 2), 123316. DOI: https://doi.org/10.1016/j.oceaneng.2025.123316
[20] Cao, J., Li, A., Gu, C., et al., 2024. Water wave interaction with a bottom-standing surface-piercing porous compound coaxial cylinder. Physics of Fluids. 36(11), 117108. DOI: https://doi.org/10.1063/5.0235063
[21] DNV-RP-C203. 2024. Fatigue Design of Offshore Steel Structures.
[22] Peng, J., Mao, M., Xia, M., 2024. Wave Spectra Analysis on the Spatiotemporal Variability of Sea States under Distinct Typhoon Tracks in a Semienclosed Sea. Journal of Physical Oceanography. 54(3), 783–807. DOI: https://doi.org/10.1175/JPO-D-23-0066.1
[23] Baley, C., Davies, P., Troalen, W., et al., 2024. Sustainable polymer composite marine structures: Developments and challenges. Progress in Materials Science. 145, 101307. DOI: https://doi.org/10.1016/j.pmatsci.2024.101307
[24] Chamley, A., Baley, C., Gayet, N., et al., 2024. (Bio)degradation of biopolymer and biocomposite in deep-sea environments. Marine Pollution Bulletin. 209(Part B), 117230. DOI: https://doi.org/10.1016/j.marpolbul.2024.117230
[25] Krishnamurti, R., 2025. Life Cycle Cost Analysis, Sustainability, and the Circular Economy: Stainless Steel as a Material for Future-Ready Infrastructure. In Proceedings of the Conference Series on Sustainable Architecture Circular Economy (SACE 2025), New Delhi, India, 4–5 March 2025.
[26] Stranddorf, L., Ladenburg, J., Zuch, M., 2026. Tipping the decision of offshore wind farm decommissioning—The causal effects of biodiversity illustrations and information. Ecological Economics. 239, 108796.
[27] Zhou, T., Hu, C., 2025. A review on life-cycle cost analysis of anticorrosion coating systems relevance to its economic evaluation and performance insights for the structures in marine and offshore environment. Anti-Corrosion Methods and Materials. 73(2), 297–315.
[28] Darling, H., Schmidt, D.P., Xie, S., et al., 2024. OC6 Phase IV: Validation of CFD Models for Stiesdal TetraSpar Floating Offshore Wind Platform. Wind Energy. 28(1), e2966. DOI: https://doi.org/10.1002/we.2966
[29] Ashby, M.F., Bréchet, Y.J.M., 2003. Designing hybrid materials. Acta Materialia. 51(19), 5801–5821. DOI: https://doi.org/10.1016/S1359-6454(03)00441-5
[30] Collino, R.R., Ray, T.R., Fleming, R.C., et al., 2016. Deposition of ordered two-phase materials using microfluidic print nozzles with acoustic focusing. Extreme Mechanics Letters, 8, 96–106. DOI: https://doi.org/10.1016/j.eml.2016.04.003
[31] Amouzadrad, P., Mohapatra, S.C., Guedes Soares, C., 2025. Review on sensitivity and uncertainty analysis of hydrodynamic and hydroelastic responses of floating offshore structures. Journal of Marine Science and Engineering. 13(6), 1015. DOI: https://doi.org/10.3390/jmse13061015
[32] Bergua, R., Wiley, W., Robertson, A., et al., 2024. OC6 project Phase IV: Validation of numerical models for novel floating offshore wind support structures. Wind Energy Science. 9(4), 1025–1051. DOI: https://doi.org/10.5194/wes-9-1025-2024