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Adaptive finite element buckling analysis of folded plate structures

机译:折叠板结构的自适应有限元屈曲分析

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In this study, the finite element linear buckling analysis of folded plate structures using adaptive h-refinement methods was presented. CLS element, which possesses a drilling D.O.F., was found effective for the modeling of folded plate structures. In addition, the formulation of the stress stiffness matrix of CLS element was presented for the finite element buckling analysis. Accordingly, the folded plate structures, for which it is hard to find the analytical solutions, can be analyzed using the CLS elements. Using the adaptive h-refinement procedure, the finite element linear buckling analyses for those structures are found to be more accurate and efficient. As a result of analysis, the convergent buckling modes and the critical loads of these respective modes could be obtained.
机译:在这项研究中,提出了使用自适应h细化方法的折叠板结构有限元线性屈曲分析。发现具有钻探D.O.F.的CLS元件对于折叠板结构的建模有效。此外,提出了CLS单元应力刚度矩阵的公式,用于有限元屈曲分析。因此,可以使用CLS元件分析难以找到解析解的折叠板结构。使用自适应h细化程序,发现这些结构的有限元线性屈曲分析更加准确和有效。作为分析的结果,可以获得收敛的屈曲模式和这些相应模式的临界载荷。

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