A computational method for two/three dimensional competitive fracture process simulation of rock-like materials due to cracking

被引:0
作者
Bin Sun
机构
[1] Southeast University,Jiangsu Key Laboratory of Engineering Mechanics, School of Civil Engineering
来源
Arabian Journal of Geosciences | 2020年 / 13卷
关键词
Fracture process; Rock-like materials; Pre-existing flaws; Crack growth; Coupled interactions; Stress redistribution;
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摘要
In order to study the fracture process of rock-like materials for structural safety, a method is developed to simulate two-dimensional (2D) and three-dimensional (3D) crack growth. The novelty of the developed method is that a procedure is used to consider stress redistribution due to cracking during the fracture process simulation within a loading step. Based on this way, the instable competitive and coupling fracture process can be simulated by considering the coupled interactions among cracking within rock-like materials. As case study, 2D and 3D fracture processes of a rock-like specimen containing pre-existing flaws were simulated and compared with the corresponding experimental results. From the comparison of simulation and experimental results, it can be determined that the agreement between experimental and numerical fracture modes was excellent, which supported to assess the effectiveness of the developed method. The method can be used to predict crack path of rock-like materials for studying their fracture characteristics.
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[1]  
Azadi H(2011)Numerical simulation of multiple crack growth in brittle materials with adaptive remeshing[J] Int J Numer Methods Eng 85 1017-1048
[2]  
Khoei AR(2005)Statistical mesomechanics of solid, linking coupled multiple space and time scales[J] Appl Mech Rev 58 372-388
[3]  
Bai YL(1998)Fracture analyses using spring networks with random geometry [J] Eng Fract Mech 61 569-591
[4]  
Wang HY(2018)Influence of temperature on the brittle failure of granite in deep tunnels determined from triaxial unloading tests[J] Eur J Environ Civ Eng 22 269-285
[5]  
Xia MF(2019)Damage propagation in 2d beam lattices: 1. uncertainty and assumptions[J] Arch Appl Mech 89 485-501
[6]  
Ke FJ(2019)Higher order J-Tz-AT solution for three-dimensional crack border fields in power-law hardening solids[J] Eng Fract Mech 222 106736-575
[7]  
Bolander JE(2006)Characterization of creep and crack growth interactions in the fracture behavior of concrete[J] Cem Concr Res 36 571-165
[8]  
Saito S(2019)SIF-based fracture criterion of rock-concrete interface and its application to the prediction of cracking paths in gravity dam[J] Eng Fract Mech 221 106686-973
[9]  
Chen G(1952)Soil mechanics and plastic analysis or limit design[J] Q Appl Math 10 157-259
[10]  
Li T(2019)The mechanical behaviour of rock specimens with specific edge crack distributions under triaxial loading conditions[J] J Geophys Eng 16 962-580