一类考虑翘曲畸变的空间梁单元位移模式

A KIND OF DISPLACEMENT MODE OF SPATIAL BEAM ELEMENT CONSIDERING THE EFFECT OF WARPING AND DISTORTION

  • 摘要: 基于弹性理论和扭转几何关系,推导了单结点6自由度、低次、具备翘曲畸变计算能力的空间梁单元位移模式,并丰富了“两结点双线性插值梁单元(Bm_ZY)”的空间模型。进一步通过自编的ZQFEM有限元程序建立了约束扭转模型,研究了截面形状、壁厚对翘曲畸变的影响。数值算例验证了该梁单元位移模式的正确性,同时数值算例分析表明:翘曲、畸变效应,会显著增大截面的扭转刚度;Midas Civil的计算结果并不连续。

     

    Abstract: Based on the elastic theory and on the torsional geometry relationship of a constrained beam, deduced is a constrained torsional model of a single-node 6-degree-of-freedom, and of low-order beam element with warpage and distortion calculation ability, and enriched is the space model of "two-node bilinear interpolation beam element (Bm_ZY)" . Furthermore, the constrained torsional model was established by ZQFEM software, and the influence of section shape and wall thickness on warpage and distortion was studied. The numerical examples verify the correctness of the displacement mode of the beam element, and the numerical analysis also shows that the warpage and distortion effects will significantly increase the torsional stiffness of the cross section of the beam, and that the results of Midas Civil calculations are not continuous.

     

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