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Shear stress analysis in engineering beams using deplanation field of special 2-D finite elements

机译:利用特殊二维有限元的偏移场分析工程梁中的剪应力

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This paper deals with the 2-D finite element shear stress analysis in beams, loaded by bending with shear and St. Venant’s torsion. The properties of these finite elements, like stiffness matrices as well as load vectors, are derived on the basis of their axial nodal displacements, e.g. by warping field. Proposed finite elements enable stress analysis independently of both cross-sectional member shape and material properties. Stiffness matrices and load vectors are derived for several finite element types. Material is assumed to be isotropic and linear elastic. For justification of the proposed stress analysis procedure, some examples are presented.
机译:本文涉及梁的二维有限元剪应力分析,该梁通过剪力和圣维南扭转力的弯曲加载。这些有限元的属性,如刚度矩阵以及载荷矢量,是根据其轴向节点位移(例如,轴向位移)得出的。通过翘曲场。建议的有限元使应力分析不受截面构件形状和材料特性的影响。刚度矩阵和载荷矢量是针对几种有限元类型得出的。假定材料是各向同性的并且是线性弹性的。为了证明所提出的应力分析程序的合理性,给出了一些示例。

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