2 MATERIAL MODELS FOR CYCLIC PLASTICITY - NONLINEAR KINEMATIC HARDENING AND GENERALIZED PLASTICITY

被引:70
|
作者
AURICCHIO, F
TAYLOR, RL
机构
[1] Department of Civil Engineering University of California at Berkeley, Berkeley
关键词
D O I
10.1016/0749-6419(94)00039-5
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
We present a comparative study between a nonlinear kinematic hardening model and a generalized plasticity model. The two models are reviewed and discussed from both continuous and discrete time points of view. The integration of the discrete models based on a return map algorithm is also addressed. The form of the elastoplastic tangent tensors consistent with both the continuous and the discrete versions is discussed; in particular, the latter guarantees quadratic convergence for a Newton method, frequently adopted in an incremental solution scheme. Finally, numerical examples for uniaxial and multiaxial cyclic loading conditions are presented.
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页码:65 / 98
页数:34
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