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首页> 外文期刊>Thin-Walled Structures >Analytical Formulation For Local Buckling And Post-buckling Analysis Of Stiffened Laminated Panels
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Analytical Formulation For Local Buckling And Post-buckling Analysis Of Stiffened Laminated Panels

机译:加筋层压板局部屈曲和后屈曲分析的解析公式

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摘要

This paper presents an analytical formulation for the study of linearized local skin buckling load and nonlinear post-buckling behaviour of isotropic and composite stiffened panels subjected to axial compression. The skin is modelled as a thin plate introducing Donnell-Von Karman and Kirchhoff hypothesis and applying classical lamination theory, while the stiffeners are considered as torsion bars. The first part of the work deals with the study of linearized buckling load, and two analytical solutions are presented: one is based on Kantorovich method and the other one on Ritz method. The second part of the work regards the development of a semi-analytical formulation for the study of the post-buckling field, using a variational approach and applying Ritz method. Results are compared with a serie of finite element analysis. It is shown that analytical buckling loads differ from numerical ones for less than 12%, and that force-displacement curves are well predicted. A computer program called stiffened panels analysis (StiPAn) is developed on the basis of the presented formulation. It allows quick analysis of stiffened laminated panels and is suited to be used in optimization routines for preliminary design.
机译:本文提出了一种分析公式,用于研究受轴向压缩的各向同性和复合加劲板的线性局部蒙皮屈曲载荷和非线性后屈曲行为。蒙皮被建模为一块薄板,引入了Donnell-Von Karman和Kirchhoff的假设,并应用了经典的层压理论,而加劲肋被视为扭杆。本文的第一部分研究线性屈曲载荷的研究,提出了两种解析解:一种基于坎托罗维奇方法,另一种基于里兹方法。工作的第二部分涉及使用变分方法并应用Ritz方法来研究屈曲后领域的半分析公式。将结果与一系列有限元分析进行比较。结果表明,分析屈曲载荷与数值载荷的差异小于12%,并且力-位移曲线得到了很好的预测。根据给出的公式,开发了一个称为加筋板分析(StiPAn)的计算机程序。它可以快速分析加硬的层压板,适合用于初步设计的优化程序。

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