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An exact finite strip for the initial postbuckling analysis of channel section struts

机译:通道截面撑杆初始后屈曲分析的精确有限带

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摘要

This paper presents the theoretical developments of an exact finite strip for the buckling and initial post-buckling analyses of channel section struts. The presented method provides an efficient and extremely accurate buckling solution. The Von-Karman's equilibrium equation is solved exactly to obtain the buckling loads and mode shapes for the channel section struts. The investigation of buckling behavior is then extended to an initial post-buckling study with the assumption that the deflected form immediately after the buckling is the same as that obtained for the buckling. Through the solution of the Von-Karman's compatibility equation, the in-plane displacement functions which are themselves related to the Airy stress function are developed in terms of the unknown coefficient in the assumed out-of-plane deflection function. All the displacement functions are then substituted in the total strain energy expressions. The theorem of minimum total potential energy is subsequently applied to solve for the unknown coefficient. The developed method is subsequently applied to analyze the initial post-buckling behavior of some representative channel sections for which the results were also obtained through the application of a semi-energy finite strip method. Through the comparison of the results and the appropriate discussion, the knowledge of the level of capability of the developed method is significantly promoted.
机译:本文介绍了一种用于通道截面支杆屈曲和初始后屈曲分析的精确有限条的理论进展。提出的方法提供了一种有效且极其精确的屈曲解决方案。精确地解决了冯-卡尔曼的平衡方程,以获得通道截面支柱的屈曲载荷和模态形状。然后将屈曲行为的研究扩展到初始屈曲后研究,假设屈曲后立即产生的挠曲形式与屈曲后的屈曲形式相同。通过Von-Karman相容方程的解,根据假定的面外偏转函数中的未知系数,开发了与艾里应力函数相关的面内位移函数。然后将所有位移函数替换为总应变能表达式。随后应用最小总势能定理来求解未知系数。所开发的方法随后被用于分析某些代表性通道截面的初始后屈曲行为,其结果也通过应用半能量有限带状方法获得。通过比较结果和进行适当的讨论,可以大大提高对所开发方法的功能水平的了解。

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