Higher-order strain/higher-order stress gradient models derived from a discrete microstructure, with application to fracture

被引:41
作者
Chang, CS
Askes, H
Sluys, LJ
机构
[1] Delft Univ Technol, Fac Civil Engn & Geosci, NL-2600 GA Delft, Netherlands
[2] Univ Massachusetts, Dept Civil Engn, Amherst, MA 01003 USA
关键词
microstructure; higher-order continuum; gradient models; localization; damage;
D O I
10.1016/S0013-7944(02)00068-1
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Higher-order gradient models are derived from a discrete particle structure. A general set of constitutive equations is found in which zeroth and higher-order stress terms are related to zeroth and higher-order strain terms. As special cases, a model with only higher-order strain terms is considered as well as a model with both higher-order stress and higher-order strain terms. The model without higher-order stress is found to be unstable. The model with higher-order stress, on the other hand, is stable. The model with a higher-order stress term and a higher-order strain term can successfully be used to model softening phenomena. (C) 2002 Published by Elsevier Science Ltd.
引用
收藏
页码:1907 / 1924
页数:18
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