A crack-tracking technique for localized cohesive-frictional damage

被引:33
|
作者
Saloustros, Savvas [1 ]
Pela, Luca [1 ]
Cervera, Miguel [1 ]
机构
[1] Univ Politecn Catalunya UPC BarcelonaTech, Int Ctr Numer Methods Engn CIMNE, Barcelona 08034, Spain
关键词
Continuum damage model; Crack-propagation; Cracking; Strain localization; Mohr-Coulomb; MATERIAL FAILURE; CONCRETE; FRACTURE; STRESS; GROWTH; MODEL; XFEM;
D O I
10.1016/j.engfracmech.2015.10.039
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper extends the use of crack-tracking techniques within the smeared crack approach for the numerical simulation of cohesive-frictional damage on quasi-brittle materials. The mechanical behaviour is described by an isotropic damage model with a Mohr-Coulomb failure surface. The correct crack propagation among the two alternative fracture planes proposed by the Mohr-Coulomb theory is selected with the use of an energy criterion based on the total elastic strain energy. The simulation of three benchmark problems of mixed-mode fracture in concrete demonstrates that the proposed methodology can reproduce the material's frictional characteristics, showing robustness, as well as mesh-size and mesh-bias independence. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:96 / 114
页数:19
相关论文
共 50 条
  • [21] A smooth hyperbolic failure criterion for cohesive-frictional materials
    Liolios, Pantelis
    Exadaktylos, George
    INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2013, 58 : 85 - 91
  • [22] Anisotropic material behavior in dense, cohesive-frictional powders
    Luding, S
    Tykhoniuk, R
    Tomas, A
    CHEMICAL ENGINEERING & TECHNOLOGY, 2003, 26 (12) : 1229 - 1232
  • [23] Cavity expansion in cohesive-frictional soils with limited dilation
    Carter, John P.
    Yu, Hai-Sui
    GEOTECHNIQUE, 2022, : 629 - 635
  • [24] Cavity expansion in cohesive-frictional soils with limited dilation
    Carter, John P.
    Yu, Hai-Sui
    Qin, Hongyu
    Fei, Kang
    GEOTECHNIQUE, 2024,
  • [25] Collapse analysis of square tunnels in cohesive-frictional soils
    Lyamin, AV
    Jack, DL
    Sloan, SW
    COMPUTATIONAL MECHANICS, VOLS 1 AND 2, PROCEEDINGS: NEW FRONTIERS FOR THE NEW MILLENNIUM, 2001, : 405 - 414
  • [26] A second gradient elastoplastic cohesive-frictional model for geomaterials
    Tamagnini, C
    Chambon, R
    Caillerie, D
    COMPTES RENDUS DE L ACADEMIE DES SCIENCES SERIE II FASCICULE B-MECANIQUE, 2001, 329 (10): : 735 - 739
  • [27] NUMERICAL MODELING OF BIFURCATION AND LOCALIZATION IN COHESIVE-FRICTIONAL MATERIALS
    DEBORST, R
    PURE AND APPLIED GEOPHYSICS, 1991, 137 (04) : 367 - 390
  • [28] A cohesive-frictional elastoplastic constitutive model for rock joint
    Wang, Hongying
    Zhang, Qiang
    Liu, Richeng
    Li, Tao
    Quan, Xiaowei
    Jiang, Yujing
    JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING, 2025, 17 (02) : 1068 - 1084
  • [29] Stability Analysis of a Slurry Trench in Cohesive-Frictional Soils
    Li, Wei
    Zhang, Chengping
    OPEN GEOSCIENCES, 2019, 11 (01): : 888 - 900
  • [30] Stability of Asymmetric Parallel Tunnels in Cohesive-Frictional Soils
    Xiao, Yao
    Cheng, Zhouyang
    Hou, Zhenkun
    Zhang, Rui
    INTERNATIONAL JOURNAL OF GEOMECHANICS, 2024, 24 (01)