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开阔水域光伏发电结构强度及疲劳分析OA

Analysis of structural strength and fatigue of photovoltaic power generation structures in open water areas

中文摘要英文摘要

本文基于非海开阔水域多组块光伏发电结构,研究结构强度计算建模方法及进行强度分析.水上漂浮式光伏结构,承受风浪流载荷,结构强度是此类结构设计的关键问题.本文研发的光伏结构,由浮筒和结构支架构成组块,由多个组块装配成整体.基于研发的结构,采用有限元法建立模型,考虑风浪流载荷,系泊线影响和排除刚体位移建立边界条件,基于惯性释放法排除刚性支座的影响,计算0°和90°浪向结构强度,得到了光伏结构的应力分布图和变形图.结果表明:本文建立的有限元光伏结构模型可行、边界条件处理合理、结果可靠,浮筒和支架结构满足生存工况的强度要求.

This paper focuses on the multi-block photovoltaic power generation structure in non-marine open waters,and studies the modeling method for calculating the structural strength and conducting strength analysis.The floating photovoltaic structure on water bears wind,waves and current loads,and the structural strength is a key issue in the design of such structures.The photovoltaic structure developed in this paper is composed of floating cylinders and structural supports in blocks,and multiple blocks are assembled into a whole.Based on the developed structure,a model is established using the finite element method,considering wind,waves and current loads,mooring line influence and eliminating rigid body displacement to establish boundary conditions.Based on the inertial release method,the influence of rigid supports is excluded,and the structural strength in 0° and 90° wave directions is calculated.The stress distribution diagram and deformation diagram of the photovoltaic structure are obtained.The results show that the finite element photovoltaic structure model established in this paper is feasible,the boundary condition processing is reasonable,the results are reliable,and the floating cylinder and support structure meet the strength requirements of the survival conditions.

冯士伦;刘艺璇;唐友刚

天津大学建筑工程学院,天津 300350天津大学建筑工程学院,天津 300350天津大学建筑工程学院,天津 300350

海洋科学

浮式光伏结构强度计算有限元分析惯性释放

floating photovoltaic structurestrength calculationfinite element analysisinertial release

《能源工程》 2026 (3)

44-51,8

国家自然科学基金资助项目(51879188,52001230)天津市自然科学基金资助项目(21JCQNJC00330)

10.16189/j.nygc.2026.03.006

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