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首页> 外文期刊>Computers & Structures >Higher-order thin-walled beam analysis for axially varying generally shaped cross sections with straight cross-section edges
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Higher-order thin-walled beam analysis for axially varying generally shaped cross sections with straight cross-section edges

机译:高阶薄壁梁分析,用于轴向变化具有直截面边缘的大体形状截面

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A higher-order beam theory is proposed for the analysis of a thin-walled beam with a generally shaped cross section, which consists of straight cross-section edges and is non-uniform along the axial direction. To derive cross-sectional shape functions for the higher-order deformation modes, a new approach is introduced using a set of beam frame models. The distortions with inextensional cross-sectional walls are determined by solving an eigenvalue problem of a beam frame model under inextensional wall constraints. Subsequently, the distortions with extensional cross-sectional walls are evaluated by considering orthogonality with respect to the inextensional distortions. Moreover, the extensional distortions due to the Poisson effect, which is generated due to the uniform axial strain of the rigid-body cross-sectional deformations, are considered. Warpings induced by the inextensional and extensional distortions are consistently defined based on the orders of the tangential displacements of their corresponding distortions. To deal with the varying cross section, three-dimensional displacements at an arbitrary point are interpolated using those at the cross sections of the nodes, where the beam frame analyses are performed. The proposed method is validated by performing static and vibration analyses of beams with varying single- and multi-cell cross sections. (C) 2017 Elsevier Ltd. All rights reserved.
机译:提出了一种高阶光束理论来分析具有大体形状的横截面的薄壁光​​束,该截面由直的横截面边缘组成,并且沿轴向方向是不均匀的。为了获得高阶变形模式的横截面形状函数,使用了一套梁框架模型引入了一种新方法。通过求解在无伸缩墙约束下的梁框架模型的特征值问题,可以确定无伸缩墙截面的变形。随后,通过考虑相对于非延伸变形的正交性来评估具有延伸横截面壁的变形。此外,考虑了由于刚体横截面变形的均匀轴向应变而产生的由泊松效应引起的拉伸变形。由伸长和伸长变形引起的翘曲根据其相应变形的切向位移的顺序一致地定义。为了处理变化的横截面,使用在进行梁框架分析的节点横截面处的三维位移来插补任意点处的三维位移。通过对具有变化的单单元和多单元截面的梁进行静态和振动分析,验证了该方法的有效性。 (C)2017 Elsevier Ltd.保留所有权利。

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