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Postbuckling of imperfect rectangular composite plates under inplane shear closed-form approximate solutions

机译:平面剪切闭合形式近似解下不理想矩形复合板的后屈曲

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摘要

In this paper, the postbuckling behavior of rectangular orthotropic laminated composite plates with initial imperfections under inplane shear load is investigated in a closed-form analytical manner. The plates under consideration are assumed to be infinitely long in the longitudinal direction. At the longitudinal edges, two different sets of boundary conditions are considered, specifically 1) simply supported edges and 2) fully clamped edges. Using Timoshenko-type shape functions for both the initial bifurcational buckling analysis and the subsequent Marguerre-type postbuckling studies, closed-form analytical solutions for the buckling loads and for the postbuckling state variables are derived. A comparison with geometrically non-linear finite element computations shows that the derived analysis approaches are suitable for postbuckling studies in load ranges not too far beyond bifurcational buckling as they are currently relevant for e.g., composite airframe structural analysis and design. Due to their strictly closed-form analytical nature, the presented analysis methods can be used conveniently in engineering practice for all application purposes where computational time is a crucial factor, especially for preliminary analysis and design or optimization procedures.
机译:本文以闭合形式分析的方式研究了在平面剪切载荷作用下具有初始缺陷的矩形正交异性层压复合板的屈曲行为。假定所考虑的板在纵向上无限长。在纵向边缘处,考虑了两组不同的边界条件,特别是1)简单支撑的边缘和2)完全夹紧的边缘。对初始分叉屈曲分析和随后的Marguerre型后屈曲研究都使用Timoshenko型形状函数,可以得出屈曲载荷和后屈曲状态变量的闭合形式解析解。与几何非线性有限元计算的比较表明,所导出的分析方法适合于载荷范围内的屈曲后研究,因为它们目前与例如复合机体结构分析和设计有关,但不超过分叉屈曲。由于其严格的封闭形式分析性质,因此所提出的分析方法可在工程实践中方便地用于所有应用场合,其中计算时间是至关重要的因素,尤其是对于初步分析和设计或优化程序。

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