Phase-Field Modeling Fracture in Anisotropic Materials

被引:4
|
作者
Li, Haifeng [1 ,2 ]
Wang, Wei [1 ,2 ]
Cao, Yajun [1 ,2 ]
Liu, Shifan [1 ,2 ]
机构
[1] Hohai Univ, Geotech Res Inst, Nanjing 210098, Jiangsu, Peoples R China
[2] Hohai Univ, Key Lab Educ Geomech & Embankment Engn, Nanjing 210098, Jiangsu, Peoples R China
基金
中国国家自然科学基金; 中国博士后科学基金;
关键词
FINITE-ELEMENT-METHOD; BRITTLE-FRACTURE; ABAQUS IMPLEMENTATION; VARIATIONAL APPROACH; CRACK-PROPAGATION; MESHFREE METHOD; FORMULATION; CONCRETE; DAMAGE; TOUGHNESS;
D O I
10.1155/2021/4313755
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The phase-field method is a widely used technique to simulate crack initiation, propagation, and coalescence without the need to trace the fracture surface. In the phase-field theory, the energy to create a fracture surface per unit area is equal to the critical energy release rate. Therefore, the precise definition of the crack-driving part is the key to simulate crack propagation. In this work, we propose a modified phase-field model to capture the complex crack propagation, in which the elastic strain energy is decomposed into volumetric-deviatoric energy parts. Because of the volumetric-deviatoric energy split, we introduce a novel form of the crack-driving energy to simulate mixed-mode fracture. Furthermore, a new degradation function is proposed to simulate crack processes in brittle materials with different degradation rates. The proposed model is implemented by a staggered algorithm and to validate the performance of the phase-field modelling, and several numerical examples are constructed under plane strain condition. All the presented examples demonstrate the capability of the proposed approach in solving problems of brittle fracture propagation.
引用
收藏
页数:13
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