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THERMAL POSTBUCKLING ANALYSIS OF FUNCTIONALLY GRADED BEAMS

机译:功能梯度梁的热后屈曲分析

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摘要

Thermal buckling and postbuckling analysis of functionally graded (FG) beams is presented. The governing equations are based on the first-order shear deformation beam theory (FSDT) and the geometrical nonlinearity is modeled using Green's strain tensor in conjunction with the von Karman assumptions. For discretizing the governing equations and the related boundary conditions differential quadrature method (DQM) as a simple and computationally efficient numerical tool is used. Based on displacement control method, a direct iterative method is employed to obtain thermal postbuckling behavior of FG beams with different boundary conditions and geometrical parameters.
机译:提出了功能梯度(FG)梁的热屈曲和后屈曲分析。控制方程基于一阶剪切变形梁理论(FSDT),并且使用格林的应变张量结合von Karman假设对几何非线性进行建模。为了离散化控制方程和相关的边界条件,使用了微分求积法(DQM)作为一种简单且计算效率高的数值工具。基于位移控制方法,采用直接迭代方法获得边界条件和几何参数不同的FG梁的热后屈曲特性。

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