Modeling dynamic fracture of solids with a phase-field regularized cohesive zone model

被引:202
作者
Vinh Phu Nguyen [1 ]
Wu, Jian-Ying [2 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[2] South China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510641, Guangdong, Peoples R China
基金
中国国家自然科学基金; 澳大利亚研究理事会; 国家重点研发计划;
关键词
Phase-field model; Cohesive zone model; Dynamic fracture; Damage; Concrete; CRACK-PROPAGATION; BRITTLE-FRACTURE; MICROBRANCHING INSTABILITY; FAILURE CRITERIA; MESHLESS METHODS; MESHFREE METHOD; DAMAGE MODELS; IMPLEMENTATION; SIMULATION; APPROXIMATION;
D O I
10.1016/j.cma.2018.06.015
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Being able to seamlessly deal with complex crack patterns like branching, merging and even fragmentation, the phase-field model, amongst several alternatives, is promising in the computational modeling of dynamic fracture in solids. This paper presents an extension of our recently introduced phase-field cohesive zone model for static fracture to dynamic fracture in brittle and quasi-brittle solids. The model performance is tested with several benchmarks for dynamic brittle and cohesive fracture. Good agreement is achieved with existing findings and experimental results; and particularly the results are independent to the discretization resolution and the incorporated length scale parameter. The latter is in contrast to existing phase-field models. (C) 2018 Elsevier B.V. All rights reserved.
引用
收藏
页码:1000 / 1022
页数:23
相关论文
共 114 条
[31]  
Braides A, 1998, Approximation of Free-Discontinuity Problems
[32]   A 3D finite strain model for intralayer and interlayer crack simulation coupling the phase field approach and cohesive zone model [J].
Carollo, V. ;
Reinoso, J. ;
Paggi, M. .
COMPOSITE STRUCTURES, 2017, 182 :636-651
[33]   X-FEM a good candidate for energy conservation in simulation of brittle dynamic crack propagation [J].
Combescure, A. ;
Gravouil, A. ;
Gregoire, D. ;
Rethore, J. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2008, 197 (05) :309-318
[34]   Phase field approximation of cohesive fracture models [J].
Conti, S. ;
Focardi, M. ;
Iurlano, F. .
ANNALES DE L INSTITUT HENRI POINCARE-ANALYSE NON LINEAIRE, 2016, 33 (04) :1033-1067
[35]  
Cornelissen H.A.W., 1986, HERON, V31, P45, DOI DOI 10.14359/7961
[36]   Modern,topics and challenges in dynamic fracture [J].
Cox, BN ;
Gao, HJ ;
Gross, D ;
Rittel, D .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2005, 53 (03) :565-596
[37]   YIELDING OF STEEL SHEETS CONTAINING SLITS [J].
DUGDALE, DS .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1960, 8 (02) :100-104
[38]   Phase-field regularized cohesive zone model (CZM) and size effect of concrete [J].
Feng, De-Cheng ;
Wu, Jian-Ying .
ENGINEERING FRACTURE MECHANICS, 2018, 197 :66-79
[39]   Recent developments in dynamic fracture: some perspectives [J].
Fineberg, Jay ;
Bouchbinder, Eran .
INTERNATIONAL JOURNAL OF FRACTURE, 2015, 196 (1-2) :33-57
[40]   Revisiting brittle fracture as an energy minimization problem [J].
Francfort, GA ;
Marigo, JJ .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 1998, 46 (08) :1319-1342