3D polycrystalline discrete element method (3PDEM) for simulation of crack initiation and propagation in granular rock

被引:96
作者
Li, X. F. [1 ,2 ,3 ]
Li, H. B. [1 ]
Zhao, Y. [2 ]
机构
[1] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China
[2] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
[3] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
基金
中国国家自然科学基金;
关键词
3D polycrystalline discrete element method; Granular rock; Damage propagation; Discontinuum; Numerical modeling; GRAIN LEVEL MODEL; NUMERICAL-SIMULATION; CONSTITUTIVE MODEL; FAILURE INITIATION; BRITTLE MATERIALS; PARTICLE MODEL; HARD-ROCK; DAMAGE; MECHANICS; EVOLUTION;
D O I
10.1016/j.compgeo.2017.05.023
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
A three-dimensional Voronoi tessellation model based on the distinct element method (DEM) is proposed to model the representative part of the microstructures of granular brittle rocks. Regularization is employed to decrease the frequency of polyhedrons with large edge ratio and contributes to a higher efficiency for element meshing. Sensitivity analyses are performed for a series of micro contact parameters in accordance with the macro responses observed in laboratory experiments (e.g. the uniaxial compression test, the Brazilian disc test and the triaxial compression test). Verifications by simulating the spalling test and plate impact test indicate that the 3D polycrystalline discrete element method (3PDEM) can be employed for efficiently simulating nonlinear mechanical behaviors, large deformation, strain softening and rock dynamics. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:96 / 112
页数:17
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