Formulation of an implicit algorithm for finite deformation viscoplasticity

被引:25
|
作者
Wang, WM
Sluys, LJ
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2600 GA Delft, Netherlands
[2] TNO Automot, Crash Safety Ctr, NL-2600 JA Delft, Netherlands
关键词
implicit algorithm; finite deformation viscoplasticity;
D O I
10.1016/S0020-7683(00)00201-8
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Within the framework of additive plasticity, an objective stress update algorithm has been proposed. The procedure is implemented in such way that the extension from a standard small strain FE code to the finite strain range is straightforward, and objectivity can be retained for any choice of the intermediate configuration. The additional computational cost only includes some geometrical manipulations. For the Newton-Raphson iteration method, a closed-form solution of the consistent tangent is derived by direct linearization of the stress update algorithm. Numerical examples show a quadratic rate of convergence with the proposed viscoplastic model. The analysis of a tensile test first shows a shear band with a finite thickness independent of the finite element size. At large deformation, the shear band pattern transforms into a necking failure mode. As a second example, a thin sheet tensile test is analyzed, A necking failure mode leads to global softening even though, locally, the material is still hardening. Although viscoplastic regularization is used, the results still show a mesh dependence for deformations over 40%. (C) 2000 Elsevier Science Ltd. All rights reserved.
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页码:7329 / 7348
页数:20
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