Constitutive Theory of Elastoplastic Coupled with Damage of Anisotropic Concrete

被引：0
|
作者：
Xiao, Jianqiang [1 ]
Zhang, Qing [1 ]
Ding, Daohong [1 ]
机构：
[1] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul En, Nanjing 210098, Jiangsu, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
concrete; elastoplastic; damage; coupled; MODEL; BEHAVIOR;
D O I：
10.4028/www.scientific.net/AMM.166-169.3220
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A coupled elastoplastic damage model is proposed for the description of anisotropic concrete under compression-dominated stresses. The model is applied to typical concrete in various loading conditions. Damage evolution law and plastic damage coupling are described by using the framework of irreversible thermodynamics.
引用
收藏
页码：3220 / 3223
页数：4
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