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Post-buckling analysis of FGM plates under in-plane mechanical compressive loading by using a mesh-free approximation

机译:FGM板在平面机械压缩载荷下的无屈曲后屈曲分析

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摘要

This study introduces an accurate and effective mesh-free approximation based on the radial point interpolation method (RPIM) to predict the post-buckling responses of FGM plates in mechanical edge compression. In the RPIM, a new radial basis function is presented in a compactly supported form to build the shape functions without any fitting parameters. The equilibrium and governing equations for the plate are derived by using the higher-order shear deformation theory in which a new hybrid type transverse shear function is incorporated in order to better represent the displacement fields. A von Karman type nonlinear equation which accounts for both the geometric nonlinearity and the initial geometric imperfection is constructed. A solution procedure based on the total Lagrangian formulation to trace the post-buckling path, which utilizes the modified Newton-Raphson method, is designed. The numerical results illustrate the accuracy of the proposed meshless method for predicting the post-buckling behavior of FGM plates.
机译:这项研究介绍了一种基于径向点插值方法(RPIM)的准确有效的无网格近似方法,以预测FGM板在机械边缘压缩中的后屈曲响应。在RPIM中,以紧凑支持的形式提供了一种新的径向基函数,以构建没有任何拟合参数的形状函数。利用高阶剪切变形理论推导了板的平衡方程和控制方程,其中结合了新的混合型横向剪切函数,以更好地表示位移场。构造了一个兼顾几何非线性和初始几何缺陷的冯卡曼型非线性方程。设计了一种基于拉格朗日总公式来跟踪屈曲后路径的求解方法,该方法利用了改进的牛顿-拉夫森方法。数值结果说明了所提出的无网格方法预测FGM板屈曲后行为的准确性。

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