A 3D stochastic damage model for concrete under monotonic and cyclic loadings

被引:3
|
作者
Wang, Yanpeng [1 ]
机构
[1] Guangdong Univ Technol, Sch Civil & Transportat Engn, Guangzhou 510006, Peoples R China
关键词
Concrete; Damage; Microcracks; Monotonic strength; Cyclic life; FATIGUE BEHAVIOR; STRENGTH; MECHANICS; BRITTLE;
D O I
10.1016/j.cemconres.2023.107208
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A stochastic damage model previously proposed by the author and Li for concrete under monotonic and cyclic loadings is extended to 3D stress states. Specifically, a novel expression form of damage energy release rate, which is the damage driving force thermodynamically, is initiated, and some basic concepts related to concrete damage evolution are further demonstrated. Careful validation of the model against existing experiments reveals that the model is able to well capture the rate effect of concrete and to realistically simulate the monotonic strength, cyclic life, and their accompanying randomness for a wide range of stress states from uniaxial tension to confined compression.
引用
收藏
页数:20
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