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A generalized high-order global-local plate theory for nonlinear bending and buckling analyses of imperfect sandwich plates subjected to thermo-mechanical loads

机译:广义高阶局部局部板理论,用于非理想夹层板在热机械载荷作用下的非线性弯曲和屈曲分析

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摘要

The available plate theories have been generally calibrated using linear strain-displacement expressions. Furthermore, many of them do not consider the transverse normal stress continuity and the transverse flexibility of the sandwich plates. Majority of the investigations performed so far in the buckling analysis of the sandwich plates, have been restricted to linear buckling analysis of the perfect sandwich plates based on theories that either violate the continuity condition of the transverse stresses at the layer interfaces or do not satisfy the mentioned condition when nonlinear strain-displacement expressions are used. Therefore, their results may be unreliable for nonlinear stress and buckling (especially in the post-buckling region) analyses. In the present paper, nonlinear strain-displacement expressions are employed for imperfect sandwich plates subjected to thermo-mechanical loads to propose an accurate global-local theory that satisfies the continuity of all of the transverse stress components. The theory is presented in a compact matrix form. Compatible Hermitian elements with C' continuity are employed to enhance the results. Buckling and wrinkling loads are detected employing a criterion previously published by the author. Comparisons made in the paper with results reported by well-known references, confirm the accuracy and the efficiency of the proposed theory and the relevant solution algorithm.
机译:通常使用线性应​​变位移表达式对可用的板理论进行了校准。此外,它们中的许多未考虑夹心板的横向法向应力连续性和横向挠性。迄今为止,在夹层板屈曲分析中进行的大多数研究都局限于基于理论的完美夹层板的线性屈曲分析,这些理论要么违反了层界面横向应力的连续性条件,要么不满足使用非线性应变位移表达式时提到的条件。因此,它们的结果对于非线性应力和屈曲(尤其是在屈曲后区域)分析可能不可靠。在本文中,非线性应变-位移表达式被用于不理想的夹心板承受热机械载荷,以提出一个精确的全局局部理论,该理论满足所有横向应力分量的连续性。该理论以紧凑矩阵形式表示。使用具有C'连续性的兼容Hermitian元素来增强结果。采用作者先前发布的标准检测屈曲和起皱载荷。通过与知名参考文献报告的结果进行比较,证实了所提出理论和相关求解算法的准确性和有效性。

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