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Buckling analysis of arbitrary point-supported plates using new hp-cloud shape functions

机译:采用新型HP云形状函数的任意点支撑板屈曲分析

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摘要

Considering stress singularities at point support locations, buckling solutions for plates with arbitrary number of point supports are hard to obtain. Thus, new Hp-Cloud shape functions with Kronecker delta property (HPCK) were developed in the present paper to examine elastic buckling of point-supported thin plates in various shapes. Having the Kronecker delta property, this specific Hp-Cloud shape functions were constructed through selecting particular quantities for influence radii of nodal points as well as proposing appropriate enrichment functions. Since the given quantities for influence radii of nodal points could bring about poor quality of interpolation for plates with sharp corners, the radii were increased and the method of Lagrange multiplier was used for the purpose of applying boundary conditions. To demonstrate the capability of the new Hp-Cloud shape functions in the domain of analyzing plates in different geometry shapes, various test cases were correspondingly investigated and the obtained findings were compared with those available in the related literature. Such results concerning these new Hp-Cloud shape functions revealed a significant consistency with those reported by other researchers.
机译:考虑到点支撑位的应力奇点,难以获得具有任意数量的点支撑件的板的屈曲溶液。因此,在本文中开发了具有Kronecker Delta属性(HPCK)的新的HP云形状功能,以检查各种形状的点支撑薄板的弹性屈曲。具有Kronecker Delta属性,通过选择特定数量来构建该特定的HP云形状功能,用于影响节点点的影响,以及提出适当的富集功能。由于对于Nodal点的影响半径的给定数量可以带来具有尖角的平板的插值质量差,因此增加了拉格兰乘法器的方法,用于施加边界条件。为了证明新的HP云形状在不同几何形状的分析板领域中的能力,相应地研究了各种测试用例,并将获得的结果与相关文献中可用的结果进行了比较。关于这些新的HP云形状函数的这种结果显示出与其他研究人员报告的那些具有显着的一致性。

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