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FEM analysis with shell element model in order to design support structure for PV system

机译:用壳元素模型进行有限元分析,以设计PV系统支持结构

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In recent years, accidents have frequently occurred under the rapid spread of the photovoltaic power generation system in Japan. In order to make the design procedure for the support structure safety, in the previous studies, the authors have compared the experimental results with the FEM analytical results by using the beam element model. The results show that it can evaluate the deformation of the support structure qualitatively, determine the buckling member, and calculate the buckling load. However, it was not easy to quantitatively evaluate the deformation of the support structure in the analysis with the beam element model. In this study, in order to do quantitative evaluation for the deformation of the support structure, FEM analysis was performed by using the shell element model and through comparing experimental results with analytical results. From these results, it is found that the buckling member was determined and its bucking load could be calculated precisely. Furthermore, in order to examine the deformation and fracture process of the angle members, we conducted elastoplastic FEM analysis for the angle member. We will clarify the deformation behavior of the angle steel member until the buckling, and show new knowledge in the destruction of the whole of the support structure.
机译:近年来,事故经常发生在日本光伏发电系统的迅速蔓延下。为了使支持结构安全的设计程序,在先前的研究中,作者将实验结果与使用梁元件模型进行了比较了与有限元分析结果。结果表明,它可以评估支撑结构的变形,定性地确定屈曲构件,并计算屈曲负荷。然而,在利用梁元件模型的分析中,不容易地评估支撑结构的变形。在该研究中,为了对支撑结构的变形进行定量评估,通过使用壳元素模型进行有限元分析,并通过将实验结果与分析结果进行比较来进行。根据这些结果,发现确定弯曲构件并可以精确地计算其屈曲负荷。此外,为了检查角度构件的变形和断裂过程,我们对角度构件进行了弹性塑料有限元分析。我们将阐明角钢构件的变形行为,直到屈曲,并在整个支撑结构的破坏中显示出新的知识。

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