Dynamic Constitutive Modeling of Partially Saturated Clay under Impact Loading

被引：0

作者：

He, Yue-Xiang ^{[1
]}

Luan, Guang-Bo ^{[1
]}

Zhu, Zhi-Wu ^{[2
]}

机构：

[1] Beijing Inst Technol, State Key Lab Explos Sci & Technol, Beijing 100081, Peoples R China

[2] SW Jiaotong Univ, Sch Mech & Engn, Chengdu 610031, Sichuan, Peoples R China

来源：

INTERNATIONAL JOURNAL OF NONLINEAR SCIENCES AND NUMERICAL SIMULATION | 2010年 / 11卷

基金：

中国国家自然科学基金;

关键词：

elasto-plastic constitutive model; SHPB; partially saturated clay; impact loading; STRAIN-RATE; BEHAVIOR;

D O I：

暂无

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this study, an elasto-plastic constitutive model is presented to study the behavior of partially saturated clay under impact loading. In plasticity, a modified Mohr-Coulomb yield function is adopted. The cohesion and internal frictional angle of clay are calculated through static experiment. Based on the experimental investigations at different strain rates by means of split Hopkinson pressure bar (SHPB), the Mohr Coulomb criterion is modified by taking into account the effect of strain rate, and the parameters are determined.

引用

页码：195 / 199

页数：5