Brittle rock behavior simulation using heterogeneous pseudo-discontinuum model

被引:1
|
作者
Valderrama, Jair Ochoa [1 ]
de Assis, Andre Pacheco [1 ]
Rasmussen, Leandro Lima [1 ]
机构
[1] Univ Brasilia, Fac Technol, BR-70910900 Brasilia, DF, Brazil
关键词
Voronoi tessellation; Material heterogeneity; FEM model; Laboratory scale model; Continuum Voronoi Block Model; GRAIN-BASED MODELS; CRACK INITIATION; NUMERICAL-SIMULATION; FAILURE PROCESS; DAMAGE; MICROCRACKING;
D O I
10.1016/j.compgeo.2024.106474
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Considering different sources of internal heterogeneity is crucial for studying the mechanical response and fracture process of brittle rocks. This approach enables the analysis of the relationship between phenomena occurring at the particle scale and the emerging macroscopic nonlinear behavior. Given the promising results of the Continuum Voronoi Block Model (CVBM) in representing rock behavior across different scales, the integration of material and contact heterogeneity into the model is presented in this paper. By integrating these sources of heterogeneity, the CVBM can better align with the Grain -Based Models (GBMs), which have proven effective in simulating brittle rock behavior. As a case study, the documented UCS and BTS tests on <spacing diaeresis> Asp o <spacing diaeresis> diorite samples were simulated. Sensitivity analyses were conducted for calibration parameters, mesh density, and Voronoi block size. Furthermore, the effects of spatial distribution and mineral structure on the overall model response were evaluated, comparing the results with the natural dispersion observed in laboratory tests. Notably, the characteristic and peak stresses exhibited higher sensitivity to the change in mineral arrangement. Finally, the capabilities of the heterogeneous CVBM to capture the average behavior and fracture process of brittle rocks are analyzed.
引用
收藏
页数:14
相关论文
共 36 条
  • [1] Pseudo-discontinuum model to simulate hard-rock mine pillars
    Rogenes, Erick
    Gomes, Alessandra dos Santos
    de Farias, Marcio Muniz
    Rasmussen, Leandro Lima
    UNDERGROUND SPACE, 2023, 11 : 81 - 95
  • [2] Numerical simulation of shear fracture (Mode II) in heterogeneous brittle rock
    Liu, HY
    Kou, SQ
    Lindqvist, PA
    Tang, CA
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (03) : 355 - 355
  • [3] A 3D Voronoi clump based model for simulating failure behavior of brittle rock
    Wang, Zhaohui
    Yang, Shengli
    Li, Lianghui
    Tang, Yuesong
    Xu, Guoliang
    ENGINEERING FRACTURE MECHANICS, 2021, 248
  • [4] Numerical simulation of microstructure of brittle rock using a grain-breakable distinct element grain-based model
    Gao, Fuqiang
    Stead, Doug
    Elmo, Davide
    COMPUTERS AND GEOTECHNICS, 2016, 78 : 203 - 217
  • [5] Heterogeneous Rock Simulation Using DIP-Micromechanics-Statistical Methods
    Molladavoodi, H.
    RahimiRezaei, Y.
    ADVANCES IN CIVIL ENGINEERING, 2018, 2018
  • [6] Simulation Method of Damage and Fracture for Brittle Rock Based on Microplane Model and Regularization
    Yuan Y.
    Xu T.
    Zhou G.-L.
    Le Z.-H.
    Dongbei Daxue Xuebao/Journal of Northeastern University, 2022, 43 (08): : 1141 - 1148
  • [7] Investigation of dolomite' rock brittle fracture using fully calibrated Karagozian Case Concrete model
    Kucewicz, Michal
    Baranowski, Pawel
    Gieleta, Roman
    Malachowski, Jerzy
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2022, 221
  • [8] Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior
    Tan Xin
    Konietzky, H.
    Fruehwirt, T.
    JOURNAL OF CENTRAL SOUTH UNIVERSITY, 2015, 22 (08) : 3097 - 3107
  • [9] Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior
    Xin Tan
    H. Konietzky
    T. Frühwirt
    Journal of Central South University, 2015, 22 : 3097 - 3107
  • [10] Numerical simulation of triaxial compression test for brittle rock sample using a modified constitutive law considering degradation and dilation behavior
    谭鑫
    KONIETZKY H
    FRüHWIRT T
    JournalofCentralSouthUniversity, 2015, 22 (08) : 3097 - 3107