Rock mechanics model capable of representing initial heterogeneities and full set of 3D failure mechanisms

被引:64
|
作者
Nikolic, Mijo [1 ,2 ]
Ibrahimbegovic, Adnan [3 ]
机构
[1] Ecole Normale Super, Lab Mecan & Technol Cachan, F-94235 Cachan, France
[2] Univ Split, Fac Civil Eng Architecture & Geodesy, Split 21000, Croatia
[3] Univ Paris 04, UT Compiegne, Chair Computat Mech, F-75230 Paris 05, France
关键词
Embedded discontinuity method; Timoshenko beam lattice; Localized failure; Rock mechanics; Heterogeneities; 3D failure modes; FINITE-ELEMENT-METHOD; LOCALIZED FAILURE; CRACK-GROWTH; FRACTURE; PROPAGATION; BEAMS;
D O I
10.1016/j.cma.2015.02.024
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this work we present a full 3D model capable of representing cracks propagating through rock mass until complete localized failure. The model is based upon the discrete lattice of Timoshenko beams that can capture failure modes by using the embedded strong discontinuities. The model can also capture the pre-existing cracks and induced rock mass initial heterogeneities with corresponding variability of model parameters. The main advantage of the proposed failure model is in successful representation of full set of 3D failure modes, along with progressive development starting from micro-crack initiation to their coalescence into larger macro-cracks. The complete set of 3D failure modes is included with: mode I of tensile crack-mouth opening, mode II of in-plane shear sliding and mode III of out-of-plane shear sliding, along with the mixed-mode fracture propagation that is often the dominant mechanism in rock failure. Several numerical examples are provided to illustrate the proposed model performance showing the influence of pre-existing cracks and other defects upon the final failure mechanism. It is interesting to note that the distribution of material heterogeneities also contributes to making the computational iterative procedure more robust. The comparison against experimental results is provided for complete model validation. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:209 / 227
页数:19
相关论文
共 50 条
  • [41] A 3D absolute nodal coordinate finite element model to compute the initial configuration of a railway catenary
    Tur, M.
    Garcia, E.
    Baeza, L.
    Fuenmayor, F. J.
    ENGINEERING STRUCTURES, 2014, 71 : 234 - 243
  • [42] Evaluation of mining-induced energy and rockburst prediction at a diamond mine in Canada using a full 3D elastoplastic finite element model
    Sepehri, Mohammadali
    Apel, Derek B.
    Adeeb, Samer
    Leveille, Paul
    Hall, Robert A.
    ENGINEERING GEOLOGY, 2020, 266
  • [43] Experimental study on deformation and failure characteristic of complex jointed rock mass based on sand-powder 3D printing
    Wang W.
    Jiang L.
    He X.
    Wang Z.
    Zhao Y.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2024, 43 (03): : 754 - 767
  • [44] A Full 3D Finite Element Model for Buckling Analysis of Stiffened Steel Liners in Hydroelectric Pressure Tunnels
    Valdeolivas, J. L. G.
    Mosquera, J. C.
    JOURNAL OF PRESSURE VESSEL TECHNOLOGY-TRANSACTIONS OF THE ASME, 2013, 135 (06):
  • [45] A fully coupled and full 3D finite element model for hydraulic fracturing and its verification with physical experiments
    Bao J.
    Yang C.
    Xu J.
    Liu H.
    Wang G.
    Zhang G.
    Cheng W.
    Zhou D.
    Qinghua Daxue Xuebao/Journal of Tsinghua University, 2021, 61 (08): : 833 - 841
  • [46] Mechanical analysis and progressive failure prediction for fibre metal laminates using a 3D constitutive model
    Jin, Kai
    Wang, Hao
    Tao, Jie
    Du, Dandan
    COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 2019, 124
  • [47] A 3D numerical model for studying the effect of interface shear failure on hydraulic fracture height containment
    Wang, H.
    Liu, H.
    Wu, H. A.
    Wang, X. X.
    JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING, 2015, 133 : 280 - 284
  • [48] 3D mesoscale model of steel fiber reinforced concrete based on equivalent failure of steel fibers
    Zhou, Guantao
    Xu, Zhihong
    CONSTRUCTION AND BUILDING MATERIALS, 2024, 450
  • [49] Study on compression characteristics of columnar jointed rock mass by 3D Voronoi-based discrete element model
    Niu Z.
    Zhu Z.
    Que X.
    Lu W.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2022, 41 (09): : 1874 - 1887
  • [50] A thermodynamic damage model for 3D stress-induced mechanical characteristics and brittle-ductile transition of rock
    Zheng, Zhi
    Su, Hao
    Mei, Guoxiong
    Wang, Wei
    Liu, Hong
    Zhang, Qiang
    Wang, Yujie
    INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2023, 32 (04) : 623 - 648