Geometric Nonlinear Stiffness Matrix Based on Tension-Compression and Torsion-Warping Interpolation Function
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TU392.5

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    Abstract:

    The conception and calculation formula on torsion-warping stability function is brought forward and the torsion-warping tangent stiffness matrix of bi-axisymmetric open thin wall and lightweight beam-column element is derived for the first time, based on torsion-warping stability interpolation function. At the same time, the spatial geometric tangent stiffness matrixes for beam-column element of lightweight steel structure based on tension-compression and torsion warping stability interpolation function are presented as well.

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刘坚,李开禧,王永华.基于拉压与翘扭插值函数几何非线性刚度矩阵[J].土木与环境工程学报(中英文),2004,26(2):48~53

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  • Received:
  • Revised:December 20,2003
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