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Coupling effects in elastic analysis of FGM composite plates by mesh-free methods

机译:无网格法在FGM复合板弹性分析中的耦合效应

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In this paper we shall investigate the static response of thin and/or thick elastic functionally graded (FG) plates. The spatial variation of material coefficients in the FG composite structures is determined by distribution of volume fractions of particular constituents. The attention is devoted to derivation of the special formulation of governing equations in FGM plates, which includes the Kirchhoff-Love theory (KLT) as well as the 1st and 3rd order shear deformation plate theory (SDPT). The power-law gradations across the plate thickness and along in-plane coordinates yield two different problems. To facilitate the numerical solution of rather complex governing equations, we propose the strong formulation combined with Moving Least Square (MLS) approximation for field variables. Several numerical examples are presented to investigate the accuracy, convergence of accuracy and computational efficiency of studied mesh-free formulation for boundary value problems with existing benchmark solutions. The coupling effects are studied via the response of FGM square plate to static loading within the KLT as well as the 1st and 3rd order SDPT.
机译:在本文中,我们将研究薄和/或厚弹性功能梯度(FG)板的静态响应。 FG复合结构中材料系数的空间变化取决于特定成分的体积分数分布。注意力集中在FGM板中控制方程的特殊公式的推导上,该公式包括Kirchhoff-Love理论(KLT)以及一阶和三阶剪切变形板理论(SDPT)。跨板厚度和沿平面内坐标的幂律渐变会产生两个不同的问题。为了促进相当复杂的控制方程的数值解,我们提出了结合移动最小二乘(MLS)逼近的强公式。给出了几个数值示例,以研究使用现有基准解决方案解决边值问题的无网格公式的准确性,准确性的收敛性和计算效率。通过FGM方板对KLT内​​的静态载荷以及一阶和三阶SDPT的响应来研究耦合效应。

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