Numerical modelling of fracture initiation and propagation in biaxial tests on rock samples

被引:0
|
作者
B. Van de Steen
A. Vervoort
J.A.L. Napier
机构
[1] KULeuven,Department of Civil Engineering
[2] CSIR,Mining Technology
来源
关键词
Boundary elements; brittle rock; Delaunay; displacement discontinuity; Voronoi.;
D O I
暂无
中图分类号
学科分类号
摘要
A two-dimensional boundary element code, based on the displacement discontinuity method is used to simulate a confined compression test. The method takes account of the granular nature of the rock and of the presence of pre-existing defects. Fracture propagation is thought to depend, amongst other factors, on the crack orientation, the residual friction angle, the dilation angle, and the confining pressure. To obtain a more precise understanding of the influence of these properties on the crack growth process, their influence on the normal stress and the excess shear stress on potential fracture planes ahead of the crack tip is investigated for a single crack configuration. The orientation of the potential fracture planes proves to be the most important parameter determining fracture growth. A series of numerical experiments is carried out to determine the influence of the tessellation pattern used to represent the granular nature of the rock. Both the influence of the type of tessellation and the tessellation density are evaluated, and reasons for the differences in behaviour are presented. The results of the simulations with the Delaunay and a Voronoi tessellation with internal fracture paths compare well with the fracture pattern obtained in laboratory tests. The pre-peak non-linearity in the stress-strain response obtained with the Voronoi tessellation and the post-peak strain softening obtained with the Delaunay tessellation are combined in one model. For that purpose, a Voronoi tessellation with internal fracture paths is used, whereby the properties of the elements of the polygons and of the internal fracture paths are assigned different values. The role that is played by shear failure and the influence of dilation on the localisation process is determined by means of some further numerical experiments. It is shown that at the scale, at which the material is modelled, shear failure is required for a shear band to develop.
引用
收藏
页码:165 / 191
页数:26
相关论文
共 50 条
  • [41] Numerical modelling of biaxial compression tests for granular materials with inherent anisotropy using DEM
    Tong, Zhaoxia
    Zhou, Min
    Zhang, Lianwei
    Yao, Yangping
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2014, 33 : 4227 - 4232
  • [42] ROCKBURST HAZARD ASSESSMENT IN BEDDED ROCK MASS: LABORATORY TESTS OF ROCK SAMPLES AND NUMERICAL CALCULATIONS
    Tajdus, Antoni
    Cieslik, Jerzy
    Tajdus, Krzysztof
    ARCHIVES OF MINING SCIENCES, 2014, 59 (03) : 591 - 608
  • [43] DEM numerical simulation study on fracture propagation of synchronous fracturing in a double fracture rock mass
    Wei-min Yang
    Yang Geng
    Zong-qing Zhou
    Li-ping Li
    Cheng-lu Gao
    Mei-xia Wang
    Dao-sheng Zhang
    Geomechanics and Geophysics for Geo-Energy and Geo-Resources, 2020, 6
  • [44] DEM numerical simulation study on fracture propagation of synchronous fracturing in a double fracture rock mass
    Yang, Wei-min
    Geng, Yang
    Zhou, Zong-qing
    Li, Li-ping
    Gao, Cheng-lu
    Wang, Mei-xia
    Zhang, Dao-sheng
    GEOMECHANICS AND GEOPHYSICS FOR GEO-ENERGY AND GEO-RESOURCES, 2020, 6 (02)
  • [45] Fracture propagation in composites with biaxial fiber reinforcement
    Zhao, WM
    Minnetyan, L
    Chamis, CC
    JOURNAL OF REINFORCED PLASTICS AND COMPOSITES, 2004, 23 (02) : 221 - 234
  • [46] Modelling fracture propagation and failure in a rock pillar under mechanical and thermal loadings
    Mikael Rinne
    Baotang Shen
    Tobias Backers
    Journal of Rock Mechanics and Geotechnical Engineering, 2013, (01) : 73 - 83
  • [47] Phase-field fracture modelling of crack nucleation and propagation in porous rock
    Alex Spetz
    Ralf Denzer
    Erika Tudisco
    Ola Dahlblom
    International Journal of Fracture, 2020, 224 : 31 - 46
  • [48] Phase-field fracture modelling of crack nucleation and propagation in porous rock
    Spetz, Alex
    Denzer, Ralf
    Tudisco, Erika
    Dahlblom, Ola
    INTERNATIONAL JOURNAL OF FRACTURE, 2020, 224 (01) : 31 - 46
  • [49] Modelling fracture propagation and failure in a rock pillar under mechanical and thermal loadings
    Rinne, Mikael
    Shen, Baotang
    Backers, Tobias
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2013, 5 (01) : 73 - 83
  • [50] Rate-dependent constitutive modelling blasting crack initiation and propagation in rock masses
    Zhang, Yongjun
    Xu, Meng
    Liu, Sijia
    Liu, Fei
    Wang, Qingsong
    INTERNATIONAL JOURNAL OF COAL SCIENCE & TECHNOLOGY, 2023, 10 (01)