首页> 外文期刊>Proceedings of the Institution of Mechanical Engineers, Part C. Journal of mechanical engineering science >Three-dimensional static analysis of rectangular thick plates by using the meshless local Petrov-Galerkin method
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Three-dimensional static analysis of rectangular thick plates by using the meshless local Petrov-Galerkin method

机译:无网格局部Petrov-Galerkin法对矩形厚板的三维静力分析

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摘要

In this article, a meshless local Petrov-Galerkin (MLPG) approach is developed for three-dimensional (3D) analysis of thick plates. Two different MLPG methods including MLPG1 and MLPG5 are employed to solve the elasto-static problems of thick plates. In MLPG1, a namely fourth-order spline function is considered as test function, while the Heaviside step function is employed as test function in MLPG5. Considering 3D equilibrium equations, the local symmetric weak forms are derived. The moving least-squares approximation is used to interpolate the solution variables and the penalty method is applied to impose the essential boundary conditions. In the present study, brick-shaped domains are chosen as local subdomains and support domains. The integrals appearing in the weak formulation are easily evaluated over brick-shaped subdomains and their boundaries. Considering the present approach, elasto-static deformations and stresses are analysed for thick rectangular plates with various boundary conditions and different aspect ratios. Excellent agreement is seen comparing the present results with the known analytical and numerical solutions in the literature.
机译:本文中,开发了一种无网格局部Petrov-Galerkin(MLPG)方法,用于厚板的三维(3D)分析。两种不同的MLPG方法(包括MLPG1和MLPG5)用于解决厚板的弹力静力问题。在MLPG1中,将四阶样条函数视为测试函数,而将Heaviside阶跃函数用作MLPG5中的测试函数。考虑3D平衡方程,导出了局部对称弱形式。使用移动最小二乘逼近法对解变量进行插值,并采用罚分法施加基本边界条件。在本研究中,砖形域被选作本地子域和支持域。弱公式中出现的积分很容易在砖形子域及其边界上进行评估。考虑到目前的方法,分析了具有各种边界条件和不同长宽比的厚矩形板的弹性静变形和应力。将当前结果与文献中已知的分析和数值解决方案进行比较,可以看到极好的一致性。

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