A new discrete element model for rock-like materials

被引:6
|
作者
Zhao, Haiyang [1 ]
Zhang, Liangchi [2 ,3 ]
Wu, Zhonghuai [1 ]
Liu, Ang [1 ]
机构
[1] Univ New South Wales, Sch Mech & Mfg Engn, Kensington, NSW 2052, Australia
[2] Southern Univ Sci & Technol, Shenzhen Key Lab Cross Scale Mfg Mech, Shenzhen 518055, Guangdong, Peoples R China
[3] Southern Univ Sci & Technol, Dept Mech & Aerosp Engn, Shenzhen 518055, Guangdong, Peoples R China
关键词
Rock-like material; Discrete element; Cracking; Stress analysis; BONDED-PARTICLE MODEL; TENSILE-STRENGTH; ELASTIC BEHAVIOR; SYNTHETIC ROCK; SIMULATE; FRACTURE; STRESS; DAMAGE; DEM; MICROCRACKS;
D O I
10.1016/j.compstruc.2021.106730
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Rock-like materials such as sandstone, concrete and ceramic are composed of cemented discrete particles. As such, the discrete element method can effectively characterize the fracturing behaviour of those materials. This paper presents a new discrete element model for rock-like materials. The model is supe-rior to most discrete element-based models in algorithm simplicity since a simple translational movement of particles and a simple tensile yield criterion defined in the model are sufficient to capture the behaviours of a rock-like material. Thus, the rotation and torque calculations can be safely removed from the algorithm. In addition, the model has advantage over most discrete element models in stress analysis, and the stress distribution predicted by the proposed model agrees very well with both the analytical and finite element solutions. Besides, the crack patterns predicted by the model agree well with the experimental observations. Therefore, the model is more effective in predicting crack nucleation, growth and propagation of rock-like materials. (c) 2021 Elsevier Ltd. All rights reserved.
引用
收藏
页数:15
相关论文
共 50 条
  • [21] STRAIN SOFTENING AROUND CAVITIES IN ROCK-LIKE MATERIALS
    GATES, DJ
    MECHANICS OF MATERIALS, 1990, 8 (04) : 309 - 331
  • [22] Investigation on impact responses for rock-like brittle materials
    Key Laboratory for Mechanical Behavior and Design of Materials of CAS, University of Science and Technology of China, Hefei 230027, China
    Yanshilixue Yu Gongcheng Xuebao, 2007, SUPPL. 1 (3416-3420):
  • [23] STUDY ON DAMAGE BIFURCATION AND INSTABILITY OF ROCK-LIKE MATERIALS
    Luan Maotian Wang Zhongchang Yang Qing (State Key Laboratory of Coastal and Offshore Engineering
    Acta Mechanica Solida Sinica, 2006, (03) : 275 - 282
  • [24] Study on damage bifurcation and instability of rock-like materials
    Maotian Luan
    Zhongchang Wang
    Qing Yang
    Acta Mechanica Solida Sinica, 2006, 19 : 275 - 282
  • [25] Study on damage bifurcation and instability of rock-like materials
    Luan Maotian
    Wang Zhongchang
    Yang Qing
    ACTA MECHANICA SOLIDA SINICA, 2006, 19 (03) : 275 - 282
  • [26] Effects of Brittleness on Crack Behaviors in Rock-Like Materials
    Zhou, X. P.
    Bi, J.
    Deng, R. S.
    Li, B.
    JOURNAL OF TESTING AND EVALUATION, 2020, 48 (04) : 2829 - 2851
  • [27] Flexural/tensile strength ratio in rock-like materials
    Biolzi, L
    Cattaneo, S
    Rosati, G
    ROCK MECHANICS AND ROCK ENGINEERING, 2001, 34 (03) : 217 - 233
  • [28] GRAVITY FLOW OF ROCK-LIKE GRANULAR MATERIALS.
    Kiyama, Hideo
    Fujimura, Hisashi
    Doboku Gakkai ronbun hokokushu, 1982, (322): : 101 - 110
  • [29] A 3-DIMENSIONAL FINITE-ELEMENT PROGRAM FOR BRITTLE BIMODULAR ROCK-LIKE MATERIALS
    KHAN, AS
    YUAN, S
    INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1988, 12 (06) : 599 - 609
  • [30] Comparative analysis of fracture characteristics between rock and rock-like materials
    Cui, Xinnan
    Wang, Jianming
    Pan, Bo
    HELIYON, 2023, 9 (08)