The immersed-body gas-solid interaction model for blast analysis in fractured solid media

被引:24
作者
Yang, P. [1 ]
Xiang, J. [1 ,2 ]
Chen, M. [2 ]
Fang, F. [1 ]
Pavlidis, D. [1 ]
Latham, J. -P. [1 ]
Pain, C. C. [1 ]
机构
[1] Imperial Coll London, Dept Earth Sci & Engn, Appl Modelling & Computat Grp, Prince Consort Rd, London SW7 2BP, England
[2] Wuhan Univ, State Key Lab Water Resources & Hydropower Engn S, Wuhan 430072, Peoples R China
基金
英国工程与自然科学研究理事会; 中国国家自然科学基金; 欧盟地平线“2020”; “创新英国”项目;
关键词
Blasting; Cracking and fragmentation; Gas-solid interaction; Immersed-body method; Shock wave modelling; DISCRETE ELEMENT METHOD; INDUCED STRESS WAVES; NUMERICAL-SIMULATION; FINITE-ELEMENT; ROCK MASS; FRAGMENTATION; EXPLOSION; PROPAGATION; SYSTEMS;
D O I
10.1016/j.ijrmms.2016.10.006
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Blast-induced fractures are simulated by a novel gas-solid interaction model, which combines an immersed body method and a cohesive zone fracture model. The approach employs a finite element fluid model and a combined finite-discrete element solid model. This model is fully coupled and simulates the whole blasting process including gas pressure impulse, shock wave propagation, gas expansion, fragmentation and burden movement phases. In the fluid model, the John-Wilkins-Lee equation of state is introduced to resolve the relationship between pressure and density of the highly compressible gas in blasts and explosions. A Q-scheme is used to stabilise the model when solving extremely high pressure situations. Two benchmark tests, blasting cylinder and projectile fire, are used to validate this coupled model. The results of these tests are in good agreement with experimental data. To demonstrate the potential of the proposed method, a blasting engineering simulation with shock waves, fracture propagation, gas-solid interaction and flying fragments is simulated.
引用
收藏
页码:119 / 132
页数:14
相关论文
共 52 条
  • [1] Simulation of dynamic response of granite: A numerical approach of shock-induced damage beneath impact craters
    Ai, H. A.
    Ahrens, T. J.
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2006, 33 (1-12) : 1 - 10
  • [2] [Anonymous], 1992, THESIS
  • [3] Numerical simulation of stress wave induced fractures in rock
    Banadaki, M. M. Dehghan
    Mohanty, B.
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2012, 40-41 : 16 - 25
  • [4] Braithwaite M, 1996, P 5 INT S ROCK FRAGM, V3744
  • [5] A Q-scheme for a class of systems of coupled conservation laws with source term.: Application to a two-layer 1-D shallow water system
    Castro, M
    Macías, J
    Parés, C
    [J]. ESAIM-MATHEMATICAL MODELLING AND NUMERICAL ANALYSIS-MODELISATION MATHEMATIQUE ET ANALYSE NUMERIQUE, 2001, 35 (01): : 107 - 127
  • [6] Chapman DL, 1899, LOND EDINB DUBLIN PH, V47, P90
  • [7] Experimental and numerical investigations of low velocity impact behavior of high-performance fiber-reinforced cement based composite
    Farnam, Yaghoob
    Mohammadi, Soheil
    Shekarchi, Mohammad
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2010, 37 (02) : 220 - 229
  • [8] IMPORTANCE OF REFLECTED STRESS WAVE IN ROCK BLASTING
    FIELD, JE
    LADEGAAR.A
    [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1971, 8 (03): : 213 - &
  • [9] Firth I, 2001, SME ANN M DENV COL C
  • [10] Modelling the dynamic failure of brittle rocks using a hybrid continuum-discrete element method with a mixed-mode cohesive fracture model
    Gui, Yi-Lin
    Bui, Ha H.
    Kodikara, Jayantha
    Zhang, Qian-Bing
    Zhao, Jian
    Rabczuk, Timon
    [J]. INTERNATIONAL JOURNAL OF IMPACT ENGINEERING, 2016, 87 : 146 - 155