Simulation of cryogenic fracturing of rock-like materials using material point method

被引:7
|
作者
Wang, Guilin [1 ,2 ,3 ]
Sun, Fan [1 ]
Wang, Runqiu [1 ]
Cao, Tianci [1 ]
机构
[1] Chongqing Univ, Sch Civil Engn, Chongqing 400045, Peoples R China
[2] Natl Joint Engn Res Ctr Geohazards Prevent Reserv, Chongqing 400045, Peoples R China
[3] Chongqing Univ, Minist Educ, Key Lab New Technol Construct Cities Mt Area, Chongqing 400045, Peoples R China
基金
中国国家自然科学基金;
关键词
MPM; Cryogenic fracturing; Thermomechanical coupling; Rock-like materials; CRACK-GROWTH; PROPAGATION; ENERGY; TEMPERATURE; BOUNDARY;
D O I
10.1016/j.jngse.2021.104300
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Cryogenic fracturing is a relatively new technique used in gas and oil extraction. The material point method (MPM) combines the advantages of the Lagrangian and Eulerian methods and effectively solves problems involving fracture propagation and thermomechanical coupling. Hence, in this study, this method was applied to the simulation of cryogenic fracturing in rocks to reveal the mechanism of the process. First, the heat-conduction equation was discretized using the MPM. Subsequently, the thermomechanical-coupling problem was solved under the unified framework of the MPM. The discontinuous fields around the fracture were described, and fracture propagation was predicted using the phantom node method and interaction integral methods in the MPM. The results were then compared with finite-element simulation results to verify the feasibility of these methods. Finally, cryogenic fracturing simulations in the literature were examined, and the simulation results agreed well with the experimental results. Moreover, the distribution characteristics of thermal fractures were explained using the inhibitory interactions between fractures. The simulation results indicated that increasing the convective heat transfer coefficient results in a significant increase in the number of fractures.
引用
收藏
页数:17
相关论文
共 50 条
  • [41] Numerical Simulation of Crack Growth and Coalescence in Rock-Like Materials Containing Multiple Pre-existing Flaws
    Zhou, X. P.
    Bi, J.
    Qian, Q. H.
    ROCK MECHANICS AND ROCK ENGINEERING, 2015, 48 (03) : 1097 - 1114
  • [42] Assessment of impact mechanical behaviors of rock-like materials heated at 1,000°C
    Liu, Shi
    Xu, Jinyu
    Fang, Xinyu
    HIGH TEMPERATURE MATERIALS AND PROCESSES, 2020, 39 : 489 - 500
  • [43] Influence of single flaw on the failure process and energy mechanics of rock-like material
    Jin, Jin
    Cao, Ping
    Chen, Yu
    Pu, Chengzhi
    Mao, Dawei
    Fan, Xiang
    COMPUTERS AND GEOTECHNICS, 2017, 86 : 150 - 162
  • [44] Progressive failure of a rock-like material containing two parallel frictional cracks
    Chau, KT
    Wong, RHC
    DEFORMATION AND PROGRESSIVE FAILURE IN GEOMECHANICS - IS-NAGOYA'97, 1997, : 169 - 174
  • [45] Homogenization of rock-like materials with plastic matrix based on an incremental variational principle
    Zhao, Lun-Yang
    Shao, Jian-Fu
    Zhu, Qi-Zhi
    Liu, Zao-Bao
    Yurtdas, Ismail
    INTERNATIONAL JOURNAL OF PLASTICITY, 2019, 123 : 145 - 164
  • [46] Uniaxial Compressive Damage Characteristics of Rock-like Materials with Prefabricated Conjugate Cracks
    Zhou, Jie
    Wang, Kezhong
    Zhou, Weidi
    Yao, Yilin
    Xie, Tian
    APPLIED SCIENCES-BASEL, 2024, 14 (02):
  • [47] A nonlocal hybrid model for elasto-plastic fracture of rock-like materials
    Yu, Haitao
    Hu, Xiaokun
    Bobet, Antonio
    Yan, Xiao
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2024, 424
  • [48] Application of the expanded distinct element method for the study of crack growth in rock-like materials under uniaxial compression
    Yang, Lei
    Jiang, Yujing
    Li, Bo
    Li, Shucai
    Gao, Yang
    FRONTIERS OF STRUCTURAL AND CIVIL ENGINEERING, 2012, 6 (02) : 121 - 131
  • [49] A model for calculation of compressive strength of rock-like materials based on dimensional analysis
    Yue Zhe
    Ye Yi-cheng
    Wang Qi-hu
    Yao Nan
    Shi Yao-bin
    ROCK AND SOIL MECHANICS, 2018, 39 (01) : 216 - +
  • [50] Failure characteristics of rock-like materials with single flaws under uniaxial compression
    Zhao, Cheng
    Niu, Jialun
    Zhang, Qingzhao
    Zhao, Chunfeng
    Zhou, Yimeng
    BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2019, 78 (01) : 593 - 603