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Static and dynamic deformations of thick functionally graded elastic plates by using higher-order shear and normal deformable plate theory and meshless local Petrov-Galerkin method

机译:应用高阶剪切和法向可变形板理论和无网格局部Petrov-Galerkin方法对功能梯度厚板进行静,动态变形

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摘要

Static deformations, and free and forced vibrations of a thick rectangular functionally graded elastic plate are analyzed by using a higher-order shear and normal deformable plate theory (HOSNDPT) and a meshless local Petrov-Galerkin (MLPG) method. All components of the stress tensor are computed from equations of the plate theory. The plate material, made of two isotropic constituents, is assumed to be macroscopically isotropic with material properties varying in the thickness direction only. Effective material moduli are computed by using the Mori-Tanaka homogenization technique. Computed results for static and free vibration problems are found to agree well with their analytical solutions. The response of the plate to impulse loads is also computed for different volume fractions of the two constituents. Contributions of the work include the use of the HOSNDPT and the MLPG method for the analysis of functionally graded plates.
机译:通过使用高阶剪切和法向可变形板理论(HOSNDPT)和无网格局部Petrov-Galerkin(MLPG)方法,对厚矩形功能梯度弹性板的静态变形以及自由振动和强制振动进行了分析。应力张量的所有分量都是根据板理论方程式计算的。假定由两种各向同性的成分制成的板材是宏观各向同性的,其材料特性仅在厚度方向上变化。有效材料的模量是通过使用Mori-Tanaka均质化技术来计算的。发现静态和自由振动问题的计算结果与它们的解析解非常吻合。还针对两种成分的不同体积分数计算了板对脉冲载荷的响应。这项工作的贡献包括使用HOSNDPT和MLPG方法分析功能梯度板。

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