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Torsion and flexure analysis of orthotropic beams by a boundary element model

机译:正交异性梁的扭转和挠度的边界元模型分析

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摘要

This paper deals with a boundary element model, realised for analysing the coupled torsion and flexure Saint-Venant problem of orthotropic beams having a polygonal cross-section. A quadratic B-spline approximation represents the boundary variables. All the integrals are transferred onto the boundary and analytically computed using hierarchically structured formulae, suitable for computer implementation. The model furnishes the complete shear stress field, through the evaluation of section properties and the shear centre location. Numerical results allow an analysis of the performances of the model.
机译:本文讨论了一个边界元模型,该模型用于分析具有多边形横截面的正交异性梁的扭转和弯曲圣维南耦合问题。二次B样条近似表示边界变量。所有积分都转移到边界上,并使用适合于计算机实现的分层结构公式进行分析计算。该模型通过评估截面特性和剪切中心位置来提供完整的剪切应力场。数值结果可以分析模型的性能。

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