Adaptive phase field simulation of quasi-static crack propagation in rocks | Zendy

Shuwei Zhou | Zendy; Xiaoying Zhuang | Zendy

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Adaptive phase field simulation of quasi-static crack propagation in rocks

Author(s) -

Shuwei Zhou,

Xiaoying Zhuang

Publication year - 2018

Publication title -

underground space

Language(s) - English

Resource type - Journals

SCImago Journal Rank - 0.774

H-Index - 12

eISSN - 2096-2754

pISSN - 2467-9674

DOI - 10.1016/j.undsp.2018.04.006

Subject(s) - multiphysics , fracture mechanics , structural engineering , computer simulation , benchmark (surveying) , fracture (geology) , phase (matter) , shear (geology) , finite element method , field (mathematics) , tension (geology) , materials science , engineering , mechanics , geology , geotechnical engineering , composite material , mathematics , physics , simulation , ultimate tensile strength , geodesy , quantum mechanics , pure mathematics

In this study, we present an adaptive phase field method (APFM) for modeling quasi-static crack propagation in rocks. Crack initiation due to positive strains is considered, and a numerical simulation is implemented using a commercial software, COMSOL Multiphysics. Two benchmark tests are first examined, namely, a single-edge-notched square plate subjected to respective tension and shear loadings. The crack propagation in Brazil splitting tests, 2D notched semi-circular bend (NSCB) tests, and 3D NSCB tests are subsequently simulated and analyzed. All the numerical examples indicate that the propagation of the cracks is autonomous and external fracture criteria are not required for phase field modeling. Furthermore, the adaptive remeshing scheme reduces unnecessary global mesh refinement and exhibits good adaptability for fracture modeling. The simulations are in good agreement with the experimental observations, and thereby indicate the feasibility and practicability of the APFM in rocks (even in 3D cases).

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