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Thermal post-buckling behavior of imperfect temperature-dependent sandwich FGM plates resting on Pasternak elastic foundation

机译:基于Pasternak弹性地基的不完全依赖温度的夹层FGM板的热屈曲行为

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In this paper, post-buckling behavior of sandwich plates with functionally graded (FG) face sheets under uniform temperature rise loading is examined based on both sinusoidal shear deformation theory and stress function. It is supposed that the sandwich plate is in contact with an elastic foundation during deformation, which acts in both compression and tension. Thermo-elastic non-homogeneous properties of FG layers change smoothly by the variation of power law within the thickness, and temperature dependency of material constituents is considered in the formulation. In the present development, Von Karman nonlinearity and initial geometrical imperfection of sandwich plate are also taken into account. By employing Galerkin method, analytical solutions of thermal buckling and post-buckling equilibrium paths for simply supported plates are determined. Numerical examples presented in the present study discuss the effects of gradient index, sandwich plate geometry, geometrical imperfection, temperature dependency, and the elastic foundation parameters.
机译:本文基于正弦剪切变形理论和应力函数,研究了均匀梯度升温载荷下具有功能梯度(FG)面板的夹层板的屈曲后行为。假定夹层板在变形过程中与弹性基础接触,该弹性基础同时作用于压缩和拉伸。 FG层的热弹性非均匀特性会通过厚度范围内的幂律变化而平滑变化,并且在配方中考虑了材料成分的温度依赖性。在目前的发展中,还考虑了冯卡曼非线性和夹心板的初始几何缺陷。通过采用Galerkin方法,确定了简单支撑板的热屈曲和屈曲后平衡路径的解析解。本研究中提供的数值示例讨论了梯度指数,夹心板几何形状,几何缺陷,温度依赖性和弹性地基参数的影响。

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