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Finite element analysis of elasto-plastic plate bending problems using transition rectangular plate elements

机译:过渡矩形板单元对弹塑性板弯曲问题的有限元分析

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摘要

In this work,the finite element analysis of the elasto-plastic plate bending problems is carried out using transition rectangular plate elements.The shape functions of the transition plate elements are derived based on a practical rule.The transition plate elements are all quadrilateral and can be used to obtain efficient finite element models using minimum number of elements.The mesh convergence rates of the models including the transition elements are compared with the regular element models.To verify the developed elements,simple tests are demonstrated and various elasto-plastic problems are solved.Their results are compared with ANSYS results.
机译:本文采用过渡矩形板单元对弹塑性板弯曲问题进行了有限元分析,并根据实际规律推导了过渡板单元的形状函数,过渡板单元均为四边形且可以可以使用最少的元素来获得有效的有限元模型。将包含过渡元素的模型的网格收敛速度与常规元素模型进行比较。为验证开发的元素,进行了简单的测试,并提出了各种弹塑性问题他们的结果与ANSYS的结果进行了比较。

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