A phase field model for mixed-mode cohesive failure through fracture energy dissipation at crack surfaces

被引:0
|
作者
Zhang, Peng [1 ]
Kai, Ming-Feng [1 ]
Hu, Xiao-Fei [2 ]
Dai, Jian-Guo [1 ]
机构
[1] City Univ Hong Kong, Dept Architecture & Civil Engn, Hong Kong 999077, Peoples R China
[2] Dalian Univ Technol, State Key Lab Struct Anal Ind Equipment, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
Phase field model; Mixed-mode ratio; Cohesive failure; Dissipative fracture energy; BK law; PERIDYNAMICS DAMAGE MODEL; BRITTLE-FRACTURE; ABAQUS IMPLEMENTATION; NONUNIFORM CORROSION; FRP; CONCRETE; DELAMINATION; PROPAGATION; SIMULATION; REINFORCEMENT;
D O I
10.1016/j.engfracmech.2025.110869
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A new phase field model for mixed-mode cohesive failure is proposed. The coupled displacement and damage problems are addressed through a thermodynamic framework. The critical energy release rate (CERR) is revisited as the sum of the surface energy and the dissipative fracture energy associated with the mixed-mode ratio. By incorporating this CERR into the displacement- damage thermodynamic framework, the widely used Benzeggagh and Kenane (BK) mixed-mode criterion is directly introduced into the phase field evolution equation. Moreover, the crack angle and damage initiation criteria, consistent with the BK law, are derived through the thermodynamic framework. Four representative examples are conducted to validate the proposed phase field model, including a uniaxial loading test and mixed-mode failure tests on an L-shaped panel, a tension-shear mortar specimen, and an FRP-to-concrete joint. The first example demonstrates that the proposed phase field model can accurately reproduce the target mixed-mode cohesive relationships. In the last three examples, the predictions show very good agreement with experimental data both qualitatively and quantitatively.
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页数:18
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