A STUDY ON PHASE-FIELD MODELS FOR BRITTLE FRACTURE

被引:0
|
作者
Zhang, Fei [1 ]
Huang, Weizhang [2 ]
LI, Xianping [3 ]
Zhang, Shicheng [4 ]
机构
[1] Petrochina Southwest Oil & Gasfield Co, Explorat & Dev Res Inst, Chengdu 610095, Sichuan, Peoples R China
[2] Univ Kansas, Dept Math, Lawrence, KS 66045 USA
[3] Arizona State Univ, Coll Integrat Sci & Arts, Poly Campus, Mesa, AZ 85212 USA
[4] China Univ Petr, Coll Petr Engn, Beijing 102249, Peoples R China
关键词
Brittle fracture; phase-field modeling; constitutive assumption; critically damaged zone; moving mesh; finite element method; FORMULATION; PRINCIPLES;
D O I
暂无
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
In the phase-field modeling of brittle fracture, anisotropic constitutive assumptions for the degradation of stored elastic energy due to fracture are crucial to preventing cracking in compression and obtaining physically sound numerical solutions. Three energy decomposition models, the spectral decomposition, the volumetric-deviatoric split, and a modified volumetric-deviatoric split, and their effects on the performance of the phase-field modeling are studied. Meanwhile, anisotropic degradation of stiffness may lead to a small amount of energy remaining on crack surfaces, which violates crack boundary conditions and can cause unphysical crack openings and propagation. A simple yet effective treatment for this is proposed: define a critically damaged zone with a threshold parameter and then degrade both the active and passive energies in the zone. A dynamic mesh adaptation finite element method is employed for the numerical solution of the corresponding elasticity system. Four examples, including two benchmark ones, one with complex crack systems, and one based on an experimental setting, are considered. Numerical results show that the spectral decomposition and modified volumetric-deviatoric split models, together with the improvement treatment of crack boundary conditions, can lead to crack propagation results that are comparable with the existing computational and experimental results. It is also shown that the numerical results are not sensitive to the parameter defining the critically damaged zone.
引用
收藏
页码:793 / 821
页数:29
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