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A boundary element formulation for geometrically nonlinear analysis of shear deformable shells

机译:剪切变形壳几何非线性分析的边界元公式

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摘要

A new boundary element method to solve geometrically nonlinear deflection problems of shear deformable shallow shells having quadratic mid-surface is presented. The displacement integral equations have been derived to obtain five integral equations in term of displacements—two rotations, one out-of-plane displacement and two in-plane displacements. The boundary is discretised into quadratic isoparametric elements and the domain is transferred to the boundary using the Dual Reciprocity Technique. A simple, yet efficient load incremental technique is developed to solve the nonlinear problem. Several examples are presented, and the results are in good agreement with the finite element method.
机译:提出了一种解决边界面为二次方的可剪切变形浅壳几何非线性变形问题的新边界元方法。推导了位移积分方程,以获得了五个关于位移的积分方程,即两个旋转,一个平面外位移和两个平面内位移。边界被离散成二次等参元素,并且使用双重互易技术将域转移到边界。开发了一种简单而有效的负载增量技术来解决非线性问题。给出了几个例子,结果与有限元方法非常吻合。

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