期刊
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING
卷 342, 期 -, 页码 561-584出版社
ELSEVIER SCIENCE SA
DOI: 10.1016/j.cma.2018.08.008
关键词
Mixed-mode fracture; Secondary crack; Phase field fracture
资金
- Earth Materials and Processes program from the US Army Research Office [W911NF-15-1-0442, W911NF-15-1-0581]
- Dynamic Materials and Interactions program from the Air Force Office of Scientific Research [FA9550-17-1-0169]
- Nuclear Energy University program from the Department of Energy [DE-NE0008534]
- Mechanics of Materials and Structures program at National Science Foundation [CMMI-1462760]
- Army Research Laboratory
- U.S. Government
Under a pure tensile loading, cracks in brittle, isotropic, and homogeneous materials often propagate such that pure mode I kinematics are maintained at the crack tip. However, experiments performed on geo-materials, such as sedimentary rock, shale, mudstone, concrete and gypsum, often lead to the conclusion that the mode I and mode II critical fracture energies/surface energy release rates are distinctive. This distinction has great influence on the formation and propagation of wing cracks and secondary cracks from pre-existing flaws under a combination of shear and tensile or shear and compressive loadings. To capture the mixed-mode fracture propagation, a mixed-mode I/II fracture model that employs multiple critical energy release rates based on Shen and Stephansson, IJRMMS, 1993 is reformulated in a regularized phase field fracture framework. We obtain the mixed-mode driving force of the damage phase field by balancing the microforce. Meanwhile, the crack propagation direction and the corresponding kinematics modes are determined via a local fracture dissipation maximization problem. Several numerical examples that demonstrate mode II and mixed-mode crack propagation in brittle materials are presented. Possible extensions of the model capturing degradation related to shear/compressive damage, as commonly observed in sub-surface applications and triaxial compression tests, are also discussed. (C) 2018 Elsevier B.V. All rights reserved.
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