摘要
基于高强砼轴向压缩试验测定的压缩应力与应变全曲线及其特征点相对应参数,建立了压缩损伤本构模型;
Based on the stress and strain diagram and its characteristic point of experiments on compression state, this paper sets up the damage constitutive model of high strength concrete in compression state. By theoretical analyses, this paper presents the damage constitutive models of high strength concrete in two directional stress state and three directional stress state in all principal directions and the calculation methods of non linear damage finite element.
出处
《大连理工大学学报》
EI
CAS
CSCD
北大核心
1997年第S1期95-99,共5页
Journal of Dalian University of Technology
基金
"八五"国家重点科技攻关资助
关键词
高强混凝土
损伤
本构方程
有限元法
high strength concrete
damage
constitutive equations
finite element methods