Hydrodynamic Analysis of Offshore Floating Photovoltaic Structure with Elastic Connection

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Hydrodynamic Analysis of Offshore Floating Photovoltaic Structure with Elastic Connection

Author Information
1
Institute of Ocean Energy and Intelligent Construction, Tianjin University of Technology, Tianjin 330384, China
2
Tianjin Key Laboratory of Marine Clean Energy Development and Utilization, Tianjin 330384, China
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Received: 30 May 2025 Accepted: 25 June 2025 Published: 30 June 2025

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© 2025 The authors. This is an open access article under the Creative Commons Attribution 4.0 International License (https://creativecommons.org/licenses/by/4.0/).

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Mar. Energy Res. 2025, 2(2), 10011; DOI: 10.70322/mer.2025.10011
ABSTRACT: Offshore Floating Photovoltaic structure (OFPV) represents a promising solar energy technology characterized by high conversion efficiency and suitability for large-scale deployment. However, the safety and economic synergy problems of floating structures restrict the industrialization and large-scale development of OFPV. We propose a novel OFPV with elastic connection and modularizable HDPE float blocks. The numerical wave tank is established by the turbulence model in FLOE-3D, based on the Navier-Stokes equations. Hydrodynamic analysis of the OFPV is conducted by using the Generalized Mode-Order (GMO) approach. Furthermore, the dynamic responses and mooring loads of the OFPV with elastic and rigid connections are compared. The results show that the average pressure of the photovoltaic support structure with the elastic connection is positively correlated with the wave height. The tension value of the elastic cable is higher at the outermost peak tension. The OFPV with the elastic connection structure has more obvious advantages in extreme wave state conditions than the rigid connection. This study provides theoretical support for the design and engineering application of OFPV.
Keywords: OFPV; Elastic connection; Rigid connection; Hydrodynamic performance analysis
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