Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Three Dimensional Hydroelasticity of Multi-connected Modular Offshore Floating Solar Photovoltaic Farm

Version 1 : Received: 1 October 2023 / Approved: 2 October 2023 / Online: 2 October 2023 (06:35:30 CEST)

A peer-reviewed article of this Preprint also exists.

Tay, Z.Y. Three-Dimensional Hydroelasticity of Multi-Connected Modular Offshore Floating Solar Photovoltaic Farm. J. Mar. Sci. Eng. 2023, 11, 1968. Tay, Z.Y. Three-Dimensional Hydroelasticity of Multi-Connected Modular Offshore Floating Solar Photovoltaic Farm. J. Mar. Sci. Eng. 2023, 11, 1968.

Abstract

This paper investigates the hydroelastic responses of offshore floating solar photovoltaic farms (OFPVs) to minimize structural motion. The OFPV usually occupies a large sea space in the order of hectares and due to its huge structural length-to-thickness ratio, the structural deformation under wave action has to be taken into consideration. The flexible deformation of the structure under hydrodynamic loading is termed the hydroelastic response. Due to the relatively long structural length with respect to the encountering wavelength, the diffraction and radiation of waves have to be taken into account to accurately represent the hydrodynamic loadings on the floating platform. The numerical model is first validated by comparing the eigenvalues and eigenvectors of the OFPV obtained from the proposed numerical scheme with their counterparts obtained from an established finite element software. This is followed by the investigation of the hydroelastic response of various OFPVs designed in varying layout configurations. The various layout configurations are obtained by altering the floating modular units’ dimensions as well as the spacing of the OFPVs when deployed adjacent to each other. The optimal configuration that gives the best performance in terms of the overall smallest response, known as compliance, is then suggested. The results suggest that a longish OFPV layout has a lower hydroelastic response and the motion could be further reduced by increasing the global flexural stiffness via layout arrangement.

Keywords

hydroelastic response; offshore floating solar photovoltaic farm; very large floating structure; modular floating structure

Subject

Engineering, Civil Engineering

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