摘要
本文根据混凝土的损伤本构理论，结合混凝土在快速变形下的性能试验，在一定的假设下，导出了混凝土在快速变形下的损伤本构方程，并与试验结果进行了对比，两者吻合较好．
A damage constitutive relationship for concrete under dynamic loading is, with certain hypotheses, developed based on the damage constitutive theory with some performance tests under high-rate of deformation. The theoretical results agree well with those obtained from experiments.
出处
《水利学报》
EI
CSCD
北大核心
1994年第3期85-88,F003,共5页
Journal of Hydraulic Engineering
关键词
混凝土
动力损伤
本构模型
concrete, dynamic damage, uniaxial, constitutive model.
