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Analytical and numerical models of postbuckling of orthotropic symmetric plates

机译:正交异性对称板后屈曲的解析模型和数值模型

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Two analytical perturbation methods which give approximate solutions of postbuckling behavior of orthotropic simply supported plates are considered in this work: the method of Chandra and Raju and the method of Shen and Zhang. The reproduction of the algebraic developments of these methods by the Mathematica symbolic manipulator program has revealed that there are errors in the formulas included in the original paper by Chandra and Raju. After a revision and correction of these errors, the analytical results of both methods for a set of 23 orthotropic plates are compared, an excellent agreement being found for a wide range of values of geometrical and mechanical parameters in which many actual plates lie. A numerical simulation performed on a reduced sample of six plates using finite-element code ABAQUS has validated analytical results. The present work is intended as a first step in the investigation of the possibility of using reliable analytical formulas in the design of composite plates.
机译:在这项工作中考虑了两种分析摄动方法,它们给出了正交异性简单支撑板的屈曲后行为的近似解:Chandra和Raju方法以及Shen和Zhang方法。 Mathematica符号操纵器程序对这些方法的代数发展进行的复制显示,钱德拉(Chandra)和拉朱(Raju)原始论文中包含的公式中存在错误。在对这些误差进行修正和纠正之后,比较了这两种方法对一组23个正交异性板的分析结果,发现了许多实际板所处的几何和机械参数的各种值的极好的一致性。使用有限元代码ABAQUS对六个板的减少样本进行的数值模拟已验证了分析结果。本工作旨在研究复合板设计中使用可靠的分析公式的可能性的第一步。

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