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首页> 外文期刊>International Journal of Engineering Science >A Cosserat point element (CPE) for nearly planar problems (including thickness changes) in nonlinear elasticity
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A Cosserat point element (CPE) for nearly planar problems (including thickness changes) in nonlinear elasticity

机译:Cosserat点元素(CPE),用于非线性弹性中的几乎平面问题(包括厚度变化)

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摘要

This paper is concerned with nonlinear elastic deformations of a body that is a right-cylinder bounded by two major non-planar surfaces that are located symmetrically relative to the body's planar middle surface. Deformations which maintain this symmetry are called nearly planar since they allow non-uniform thickness changes. Here, a four node quadrilateral Cosserat point element (CPE) is developed for these nearly planar problems. This planar CPE has three degrees of freedom at each node: two associated with the standard in-plane nodal displacements and one associated nodal thickness changes. The planar CPE can model problems where the thickness is specified (including plane strain) and where the normal component of the nodal traction vanishes (modified plane stress). In particular, thickness changes are modeled and the nonlinear three-dimensional constitutive equation is used without plane stress type approximations. Example problems are considered which compare the response of the planar CPE with other element formulations in the computer codes ABAQUS, ADINA, ANSYS and FEAP.
机译:本文关注的是一个物体的非线性弹性变形,该物体是一个右圆柱,由两个相对于该物体的平面中间表面对称放置的主要非平面表面界定。保持这种对称性的变形被称为近乎平面的,因为它们允许厚度变化不均匀。在这里,针对这些几乎平面的问题开发了四节点四边形Cosserat点元素(CPE)。该平面CPE在每个节点处具有三个自由度:两个与标准面内节点位移关联,另一个与节点厚度变化关联。平面CPE可以对指定厚度(包括平面应变)以及节点牵引力的法向分量消失(修改后的平面应力)的问题进行建模。特别是,对厚度变化进行了建模,并使用了非线性的三维本构方程,而没有平面应力类型的近似值。考虑了示例问题,这些问题将平面CPE的响应与计算机代码ABAQUS,ADINA,ANSYS和FEAP中的其他元素配方进行了比较。

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