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Lateral buckling of thin-walled members with shear lag using spline finite member element method

机译:样条有限元法的剪力滞后薄壁构件横向屈曲

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Based on the displacement variational principle, a general method, called the spline finite member element method, is developed for lateral buckling analysis of thin-walled members. A transformed B_3-spline function presented in the paper is used to simulate the longitudinal warping displacement field along the cross section of the thin-walled member. The analysis takes into account the effect of shearing strains of the middle surface of walls on the buckling, which reflects the shear lag phenomenon. Compared with the results from classical theory an other methods, the numerical results proposed in the paper demonstrate the versatility, accuracy and efficiency of the proposed method. The fast convergency, shown in numerical examples, predicts the reliability of the results.
机译:基于位移变分原理,开发了一种通用的样条有限元单元方法,用于薄壁构件的横向屈曲分析。本文提出的变换后的B_3-样条函数用于模拟沿薄壁构件横截面的纵向翘曲位移场。分析考虑了墙的中间表面的剪切应变对屈曲的影响,这反映了剪切滞后现象。与经典理论和其他方法的结果相比,本文提出的数值结果证明了该方法的多功能性,准确性和有效性。数值示例中显示的快速收敛性可预测结果的可靠性。

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