Finite strain logarithmic hyperelasto-plasticity with softening: a strongly non-local implicit gradient framework

被引:80
作者
Geers, MGD [1 ]
机构
[1] Eindhoven Univ Technol, Dept Engn Mech, NL-5600 MB Eindhoven, Netherlands
关键词
gradient plasticity; non-local plasticity; softening; localization; ductile failure; ductile damage; material degradation;
D O I
10.1016/j.cma.2003.07.014
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper addresses the extension of a Eulerian logarithmic finite strain hyperelasto-plasticity model in order to incorporate an isotropic plastic damage variable that leads to softening and failure of the plastic material. It is shown that a logarithmic elasto-plastic model with a strongly non-local degrading yield stress exactly preserves the structure of its infinitesimal counterpart. The strongly non-local nature of the model makes it an attractive framework for the numerical solution of softening plasticity problems. Consistent constitutive tangent operators are derived for the particular case of hyperelasto-J(2)-plasticity, which are exactly equal to the corresponding infinitesimal tangent operators. The finite element implementation, along with the geometrically nonlinear contributions and the incremental solution strategy, is outlined. A benchmark example is solved, illustrating the main differences between the purely elasto-plastic case and the case with plastic damage. Finally, the main model characteristics and its practical use are emphasized. (C) 2004 Elsevier B.V. All rights reserved.
引用
收藏
页码:3377 / 3401
页数:25
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