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Mesh distortion sensitivity of 8-node plane elasticity elements based on parametric, metric, parametric-metric, and metric-parametric formulations

机译:基于参数,度量,参数度量和度量参数公式的8节点平面弹性单元的网格变形敏感性

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摘要

The classical 8-node isoparametric serendipity element uses parametric shape functions for both test and trial functions. Although this element performs well in general, it yields poor results under severe mesh distortions. The distortion sensitivity is caused by the lack of continuity and/or completeness of shape functions used for test and trial functions. A recent element using parametric and metric shape functions for constructing the test and trial functions exhibits distortion immunity. This paper discusses the choice of parametric or metric shape functions as the basis for test and/or trial functions, satisfaction of continuity and completeness requirements, and their connection to distortion sensitivity. Also, the performances of four types of elements, viz., parametric, metric, parametric-metric, and metric-parametric, are compared for distorted meshes, and their merits and demerits are discussed.
机译:经典的8节点等参偶然性元素将参量形状函数用于测试和试验函数。尽管此元素通常表现良好,但在严重的网格变形下产生的效果很差。变形敏感性是由于缺乏用于测试和试验功能的形状函数的连续性和/或完整性引起的。使用参数和度量形状函数构造测试和试验函数的最新元素显示出抗变形性。本文讨论了选择参数或公制形状函数作为测试和/或试验函数,满足连续性和完整性要求以及它们与变形敏感性的关系的基础。此外,比较了变形网格的四种类型元素的性能,即参数化,度量,参数化和度量参数化,并讨论了它们的优缺点。

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