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Hierarchical Structural Analysis for the Multi-Folding Structures with Hill-Top Bifurcation Points

机译:具有山顶分叉点的多重折叠结构的分层结构分析

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This paper reviews the theoretical basis for the dynamic numerical analysis to examine the elastic stability of the multi-folding microstructure(MFM) [1]. The analysis allows for geometrical non-linearity with localization based upon bifurcation theory [2]. Comparisons are made between experimental folding patterns and the patterns obtained from the numerical method in which bifurcations are demonstrated as elastic unstable behavior (e.g. [3]). We have obtained interesting bifurcation paths from the hill-top singular point on a diamond truss which is one of the folding multi-layered truss in a plane. The author suggest that the understanding of snap-through behavior for folding mechanics in 3D will be very useful for the development of lightweight structures subject to bifurcation of the hilltop branching type.
机译:本文综述了动态数值分析的理论基础,以检验多层折叠微结构(MFM)的弹性稳定性[1]。该分析允许基于分叉理论的几何非线性与局部化[2]。比较实验的折叠模式和通过数值方法获得的模式,其中分叉被证明是弹性不稳定行为(例如[3])。我们已经从菱形桁架上的山顶奇异点获得了有趣的分叉路径,这是平面上折叠的多层桁架之一。作者建议,了解3D折叠力学的快速捕捉行为对于开发受山顶分支类型分叉的轻型结构非常有用。

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  • 来源
    《Procedia IUTAM》 |2012年第2apartab期|共11页
  • 作者

    Ichiro Ario;

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  • 原文格式 PDF
  • 正文语种
  • 中图分类 力学;
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  • 入库时间 2022-08-18 15:13:27

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