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Strain Analysis of Membrane Structures for Photovoltaic Integration in Built Environment

Author

Listed:
  • Vuk Milošević

    (Faculty of Civil Engineering and Architecture, University of Niš, 18000 Niš, Serbia)

  • Janusz Marchwiński

    (Faculty of Architecture, University of Technology and Arts in Applied Sciences in Warsaw, 00-792 Warsaw, Poland)

  • Elena Lucchi

    (Dipartimento di Ingegneria Civile e Architettura (DICAr), University of Pavia, 27100 Pavia, Italy
    Dipartimento di Architettura, Ingegneria delle Costruzione e Ambiente Costruito (ABC), Politecnico di Milano, 20133 Milano, Italy)

Abstract

The integration of photovoltaic (PV) systems into tensioned membrane structures presents a significant advancement for sustainable applications in the built environment. However, a critical technical challenge remains in the substantial strains induced by external loads, which can compromise both PV efficiency and the structural integrity of the membrane. Current design methodologies prioritize stress, deflection, and ponding analysis of tensioned membranes. Strain behavior of whole structures, a key factor for ensuring long-term performance and compatibility of PV-integrated membranes, has been largely overlooked. This study addresses this gap by examining the whole membrane structure designed for PV integration, with the aim of optimizing the membrane to provide suitable conditions for efficient energy transfer while minimizing membrane strains. For this purpose, it provides a comprehensive strain analysis for full-scale hyperbolic paraboloid (hypar) membrane structures under various design parameters and external loads. Employing the Finite Element Method (FEM) via Sofistik software, the research examines the relationship between load type, geometry, material properties, and patterning direction of membranes to understand their performance under operational conditions. The findings reveal that strain behavior in tensioned membrane structures is strictly influenced by these parameters. Wind loads generate significantly higher strain values compared to snow loads, with positive strains nearly doubling and negative strains tripling in some configurations. Larger structure sizes and increased curvature amplify strain magnitudes, particularly in parallel patterning, whereas diagonal patterning consistently reduces strain levels. High tensile-strength materials and optimized prestress further reduce strains, although edge type has minimal influence. By systematically analyzing these aspects, this study provides practical design guidelines for enhancing the structural and operational efficiency of PV-integrated tensioned membrane structures in the built environment.

Suggested Citation

  • Vuk Milošević & Janusz Marchwiński & Elena Lucchi, 2025. "Strain Analysis of Membrane Structures for Photovoltaic Integration in Built Environment," Sustainability, MDPI, vol. 17(3), pages 1-34, January.
  • Handle: RePEc:gam:jsusta:v:17:y:2025:i:3:p:1041-:d:1578442
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    References listed on IDEAS

    as
    1. Yorgos Spanodimitriou & Giovanni Ciampi & Luigi Tufano & Michelangelo Scorpio, 2023. "Flexible and Lightweight Solutions for Energy Improvement in Construction: A Literature Review," Energies, MDPI, vol. 16(18), pages 1-50, September.
    2. Li, Qingxiang & Zanelli, Alessandra, 2021. "A review on fabrication and applications of textile envelope integrated flexible photovoltaic systems," Renewable and Sustainable Energy Reviews, Elsevier, vol. 139(C).
    3. Janusz Marchwiński & Vuk Milošević & Anna Stefańska & Elena Lucchi, 2023. "Irradiation Analysis of Tensile Membrane Structures for Building-Integrated Photovoltaics," Energies, MDPI, vol. 16(16), pages 1-26, August.
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