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首页> 外文期刊>International Journal of Mechanical Sciences >Generalized buckling analysis of laminated plates with random material properties using stochastic finite elements
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Generalized buckling analysis of laminated plates with random material properties using stochastic finite elements

机译:具有随机材料特性的层压板的广义屈曲分析的随机有限元

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摘要

A generalized layer-wise stochastic finite element formulation is developed for the buckling analysis of both homogeneous and laminated plates with random material properties. The pre-buckled stresses are considered in the derivation of geometric stiffness matrix and the effect of variation in these stresses on the mean and coefficient of variation of buckling strength is studied. The mean buckling strength of plates under uniform stress assumption exactly matches with those reported in the literature. However, it is shown that the actual mean buckling strength of plates can be significantly different based on the pre-buckled stress analysis which depends on boundary constraints, principal material directions, aspect and thickness ratios of plates. The statistics of buckling strength is determined using a Taylor series expansion based mean centered first order perturbation technique. The stochastic finite element solutions obtained using layer-wise plate theory is also validated with analytical solutions presented in this paper. Parametric studies are conducted for different aspect ratios, ply orientations and boundary conditions.
机译:针对具有随机材料特性的均质板和叠层板的屈曲分析,开发了一种通用的分层随机有限元公式。在几何刚度矩阵的推导中考虑了预屈曲应力,研究了这些应力的变化对屈曲强度的均值和变异系数的影响。在均匀应力假设下,板的平均屈曲强度与文献中报道的值完全匹配。但是,根据预屈曲应力分析显示,板的实际平均屈曲强度可能会显着不同,预应力分析取决于边界约束,主材料方向,板的长宽比和厚度比。屈曲强度的统计是使用基于泰勒级数展开的平均居中一阶微扰技术确定的。本文还使用解析解验证了使用逐层板理论获得的随机有限元解。针对不同的纵横比,层定向和边界条件进行了参数研究。

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