A strain softening constitutive model for rock interface

被引：0
|
作者：
Yashima, A [1 ]
Oka, F [1 ]
Sumi, T [1 ]
机构：
[1] Gifu Univ, Dept Civil Engn, Gifu, Japan
来源：
COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 2 | 1997年
关键词：
D O I：
暂无
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
An elasto-plastic constitutive model for rock interface is proposed based on a stress history vector. The stress history vector is used in order to express both strain hardening and strain softening characteristics of rock interface. The applicability of the proposed constitutive model is examined by means of a finite element analysis. A comparison between the numerical results and the experimental results on mortar interface is carried out. It is found that the proposed constitutive model can simulate both strain-hardening and strain-softening behaviors of rock interface.
引用
收藏
页码：905 / 910
页数：6
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