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Highly accurate nonlinear three-dimensional finite element elasticity approach for biaxial buckling of rectangular anisotropic FGM plates with general orthotropy directions

机译:正交各向异性矩形各向异性FGM板双轴屈曲的高精度非线性三维有限元弹性方法

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摘要

Buckling of the orthotropic FGM plates has not been investigated so far. In the present paper, a highly accurate nonlinear three-dimensional energy-based finite element elasticity formulation is developed for buckling investigation of anisotropic functionally graded plates with arbitrary orthotropy directions. The material properties are assumed to have in-plane orthotropy and transverse heterogeneity. The formulation and results cover uniaxial compression and compression and tension-compression biaxial loading conditions. The governing equations are developed based on the principle of minimum total potential energy and solved based on finite element orthogonal integral equations. To achieve most accurate results, a full compatible Hermitian element with 168 degrees of freedom, which satisfies continuity of the strain and stress components at the mutual edges and nodes of the element a priori, is employed. A variety of loading combinations, orthotropy directions, and aspect ratios is considered and discussed in the results section to draw practical conclusions. Results reveal that when the external loads are exerted in the principal directions of the materials, higher strengths may be achieved.
机译:正交各向异性FGM板的屈曲至今尚未研究。在本文中,开发了一种高精度的非线性三维能量基有限元弹性公式,用于各向异性正交各向异性功能梯度板的屈曲研究。假定材料属性具有面内正交性和横向异质性。公式和结果涵盖了单轴压缩以及压缩和拉伸压缩双轴加载条件。根据最小总势能原理建立控制方程,并基于有限元正交积分方程求解。为了获得最准确的结果,使用了具有168个自由度的完全兼容的Hermitian元件,该元件满足先验条件在元件的相互边缘和节点处的应变和应力分量的连续性。在结果部分中考虑并讨论了各种载荷组合,正交各向异性方向和长宽比,以得出实用的结论。结果表明,当外部载荷沿材料的主要方向施加时,可以获得更高的强度。

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