Computation of internal stress resultants in beam elements with constrained torsional warping

K. Dwarshuis, M. Nijenhuis, R. Aarts, M. Ellenbroek, D. Brouwer
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Abstract

The computation of stress in beam elements requires the internal stress resultants like axial force and bending moments. For displacement-based beam elements, these resultants can be obtained 1) based on equilibrium, 2) consistent to the constitutive law or 3) based on load interpolation functions. Although the methods give similar results in case of small deformation, the discrepancies in case of large deformation are significant. This paper shows that the method based on equilibrium gives the most accurate results. Torsion of beam elements causes warping of the cross section. This warping is constrained at clamped ends of beam elements, causing extra stress. This paper shows a method to accurately obtain the corresponding internal stress resultants, i.e. the Saint-Venant torsion moment and bimoment.
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约束扭转翘曲梁单元内应力计算
梁单元的应力计算需要计算轴力和弯矩等内应力结果。对于基于位移的梁单元,这些结果可以1)基于平衡,2)符合本构定律或3)基于荷载插值函数得到。虽然这些方法在小变形情况下给出了相似的结果,但在大变形情况下差异很大。结果表明,基于平衡的方法能得到最准确的结果。梁构件的扭转引起截面翘曲。这种翘曲在梁单元的固定端部受到约束,造成额外的应力。本文给出了一种准确获取相应内应力结果的方法,即圣维南扭转矩和力矩。
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