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A framework for residual-based stabilization of incompressible finite elasticity: Stabilized formulations and F methods for linear triangles and tetrahedra

机译:基于残余的不可压缩有限弹性的稳定化框架:线性三角形和四面体的稳定化配方和F方法

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摘要

A new Variational Multiscale framework for finite strain incompressible elasticity is presented. Significant contributions in this work are: (ⅰ) a systematic derivation of multiscale formulations that include the classical F method as a particular subclass, (ⅱ) an error estimation procedure for nonlinear elasticity that emanates naturally from within the present multiscale framework, and (ⅲ) robust performance of linear triangular and tetrahedral elements for modeling nearly incompressible materials in the finite strain range. When viewed from the Variational Multiscale perspective, the classical F method is shown to include only a volumetric or diagonal fine-scale deformation gradient while the proposed formulation includes the full spectrum of inter-scale coupling effects. Also, the error estimation procedure readily carries over from developments conducted for small strain linear problems. The formulation is presented first in the context of displacement-based methods and then extended to more general mixed methods accommodating arbitrary combinations of displacement-pressure interpolations. An extensive set of benchmark problems is investigated to show the performance of the method for a variety of hyperelastic materials exhibiting incompressible response.
机译:提出了一种新的变分多尺度框架,用于有限应变不可压缩弹性。这项工作的重要贡献是:(ⅰ)系统地推导了包括经典F方法作为特定子类的多尺度公式,(,)从当前的多尺度框架内自然产生的非线性弹性误差估计程序,以及(ⅲ )线性三角形和四面体元素的强大性能,可在有限应变范围内对几乎不可压缩的材料进行建模。从变分多尺度角度看,经典的F方法显示仅包括体积或对角细尺度的变形梯度,而拟议的公式包括尺度间耦合效应的全部光谱。同样,误差估计程序很容易就延续了对小应变线性问题的发展。首先在基于位移的方法的上下文中介绍该公式,然后将其扩展到适应位移-压力插值的任意组合的更通用的混合方法。对大量基准问题进行了研究,以显示该方法对表现出不可压缩响应的各种超弹性材料的性能。

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