考虑和不考虑材料非线性的飞机加筋板屈曲后载荷重分布的比较研究

Enes Aydin, A. Kayran
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引用次数: 0

摘要

本文对比研究了考虑和不考虑材料非线性的飞机加筋板屈曲后的载荷分布。在研究的第一部分,为了进一步研究材料的非线性对后屈曲行为和加筋板的有效宽度的影响,生成了一个基线加筋板。为此,通过将有限元分析确定的压缩屈曲系数与解析确定的夹紧边板屈曲系数紧密匹配,设计了具有经典夹紧边条件的加筋截面。然后利用有限元分析中的线性和非线性材料模型对加筋板进行了后屈曲分析,确定了材料塑性对板后屈曲行为的影响。研究了加筋板屈曲前和后屈曲阶段板破坏前的载荷分布。利用有限元法对具有和不具有材料非线性的面板模型进行荷载分布分析,计算了面板在倒塌前的有效宽度,并与经典有效宽度公式计算的有效宽度进行了比较。结果表明,材料非线性对有效宽度的影响较大,而通常经典经验方法给出的有效宽度最小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative Study of Post-Buckling Load Redistribution in Stiffened Aircraft Panel With and Without Material Nonlinearity
In this article, a comparative study is presented on the post-buckling load redistribution in stiffened aircraft panels modeled with and without material nonlinearity. In the first part of the study, a baseline stiffened panel is generated for further investigation of the material nonlinearity on the post-buckling behavior and on the effective width of the stiffened panel. In this respect, a stiffener section which provides classical clamped edge condition is designed by matching the compression buckling coefficient determined by the finite element analysis closely with the analytically determined buckling coefficient of the clamped edge panel. Post-buckling analysis of the stiffened panel is then performed utilizing linear and nonlinear material models in the finite element analysis and the effect of material plasticity on the post-buckling behavior of the panel is ascertained. The load distribution in the stiffened panel is investigated just before the buckling of the panel and before the collapse of the panel in the post-buckled stage. The effective widths of the panel are calculated before the collapse of the panel using the load distributions determined by the finite element analyses of the panel models with and without material nonlinearity and comparisons are made with the effective width calculated by the classical effective width formulation. It is shown that material nonlinearity accounts for higher effective width and in general the classical empirical approach gives the smallest effective width.
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