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首页> 外文期刊>International Journal for Numerical Methods in Engineering >Post-buckling analysis of a strut with general initial imperfection
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Post-buckling analysis of a strut with general initial imperfection

机译:具有一般初始缺陷的支撑杆的屈曲后分析

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摘要

Computational procedure has been presented for the post-buckling analysis of a strut with initial imperfection when subjected to progressive end shortening. Polynomial expression in very general form is used to simulate the actual initial imperfection, while the deformations are expressed by suitable trigonometric series. Geometric non-linearity is introduced into the strain-displacement relations in a manner that is consistent with the von Karman assumptions. Non-linear equilibrium equations are solved by a Newton-Raphson procedure. Results are presented for cases with symmetric and non-symmetric initial imperfection. Good comparison with other solutions and experimental results is obtained in all applications.
机译:已经提出了计算程序,用于进行渐进末端缩短时具有初始缺陷的支撑杆的屈曲后分析。多项式以非常一般的形式用于模拟实际的初始缺陷,而变形则由适当的三角级数表示。几何非线性以与von Karman假设一致的方式引入应变-位移关系。非线性平衡方程通过牛顿-拉夫森过程求解。给出了具有对称和非对称初始缺陷的病例的结果。在所有应用中均获得了与其他解决方案的良好比较,并获得了实验结果。

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