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首页> 外文期刊>Finite Elements in Analysis and Design >A plane strain quadrilateral Cosserat point element (CPE) for nonlinear orthotropic elastic materials - An extension to initially distorted geometry and general orthotropic directions
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A plane strain quadrilateral Cosserat point element (CPE) for nonlinear orthotropic elastic materials - An extension to initially distorted geometry and general orthotropic directions

机译:用于非线性正交各向异性弹性材料的平面应变四边形Cosserat点元素(CPE)-初始变形的几何形状和正交异性方向的扩展

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摘要

The objective of the present paper is to develop a four-noded quadrilateral Cosserat point element (CPE) for the numerical solution of plane strain problems in finite elasticity of orthotropic materials with general orientation and initially distorted geometry. Generally speaking, the Cosserat point approach connects the kinetic quantities to derivatives of a strain energy function and once the strain energy of the CPE has been specified, the procedure needs no integration over the element region and it ensures that the response of the CPE is hyperelastic. In the present paper a functional form for the strain energy that controls the inhomogeneous deformations and allowing for accurate modeling of distorted meshes is proposed. A number of example problems, which compare the performance of the developed quadrilateral CPE with that of other elements based on the mixed formulation, reduced integration with enhanced hourglass control, and enhanced strains/incompatible modes methods, are considered. These examples demonstrate that CPE is free of hourglass instabilities, and it is a robust user friendly element that can be used for modeling finite deformations of orthotropic elastic materials.
机译:本文的目的是开发一种四节点四边形Cosserat点单元(CPE),用于数值求解正交各向异性正交各向异性材料有限弹性中的平面应变问题。一般而言,Cosserat点方法将动力学量与应变能函数的导数联系起来,一旦指定了CPE的应变能,该过程就不需要在元素区域上进行积分,并且可以确保CPE的响应具有超弹性。在本文中,提出了一种应变能的函数形式,该函数形式控制非均匀变形并允许对扭曲的网格进行精确建模。考虑了许多示例问题,这些问题将已开发的四边形CPE的性能与基于混合配方的其他元素的性能进行了比较,并通过增强的沙漏控制降低了集成度,并增强了应变/不兼容模式方法。这些示例表明,CPE没有沙漏不稳定性,并且它是一种可靠的用户友好元素,可用于建模正交各向异性弹性材料的有限变形。

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