Numerical simulation of the behavior of cohesionless soil

被引：0
|
作者：
Leppin, C
Wriggers, P
机构：
来源：
COMPUTATIONAL PLASTICITY: FUNDAMENTALS AND APPLICATIONS, PTS 1 AND 2 | 1997年
关键词：
D O I：
暂无
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
For the simulation of the behavior of cohesionless soil an elastoplastic double-surface work-hardening model is used. Algorithms for the implicit integration of the rate equations and their consistent linearization are presented. The modified projection algorithm introduced in this paper allows for large load increments compared to the algorithm which follows a classical return mapping approach.
引用
收藏
页码：1710 / 1715
页数：6
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