A stress-path-independent damage variable for concrete under multiaxial stress conditions

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES

卷:206

Article

Wang, Guosheng^1,2  Lu, Dechun¹  Zhou, Xin¹  Wu, Yufei³  Du, Xiuli¹  Xiao, Yang⁴ 

[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, Beijing 100124, Peoples R China

[2] Tsinghua Univ, Dept Hydraul Engn, Beijing 100084, Peoples R China

[3] RMIT Univ, Sch Engn Cluster, Melbourne, Vic, Australia

[4] Chongqing Univ, Sch Civil Engn, Chongqing, Peoples R China

关键词: Concrete;    True triaxial cyclic tests;    Stiffness degradation;    Multiaxial damage behavior;    Damage variable;   

DOI  :  10.1016/j.ijsolstr.2020.09.012

来源: Elsevier

【 摘 要 】

The damage rule of concrete is theoretically analyzed and discussed from the aspects of the stiffness degradation and the cohesive strength degradation. Further, the multiaxial damage rules of concrete are studied by 25 groups of tests under true triaxial and conventional triaxial compressive cyclic conditions. The analysis of the test results shows that the relationship between the damage variable and the axial plastic strain depends on the loading path. This dependence of the damage variable on the stress paths can be normalized by the equivalent plastic shear strain. A partial differential equation of the damage variable, driven by the equivalent plastic shear strain, is constructed based on two characteristic boundary conditions of the damage gradient. Then, a stress-path-independent isotropic damage variable is proposed by the integral of the partial differential equation. The proposed damage variable can reasonably capture the multiaxial damage behavior of the concrete. The stress path independence of the proposed damage variable is analyzed and further verified by the test results under multiaxial stress conditions. (C) 2020 Elsevier Ltd. All rights reserved.

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