A Rate Independent Cohesive Zone Model for Modeling Failure in Quasi-Brittle Materials

被引:10
作者
Kumar, Nitin [1 ]
Rajagopal, Amirtham [1 ]
Pandey, Manoj [2 ]
机构
[1] Indian Inst Technol, Dept Civil Engn, Hyderabad 502205, Andhra Pradesh, India
[2] Indian Inst Technol, Dept Mech Engn, Madras 600036, Tamil Nadu, India
关键词
cohesive zone model; nonlinear fracture; adhesive joints; plasticity; failure criterion; masonry modeling; CEMENTITIOUS COMPOSITES; MASONRY STRUCTURES; INTERFACE MODEL; ELEMENT; FRACTURE; JOINTS; DAMAGE; SLIP;
D O I
10.1080/15376494.2013.855852
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Computational modeling of failure in quasi-brittle materials at various length scales is important. In this work we present a rate independent cohesive zone model for modeling failure in quasi-brittle materials. The proposed model can simulate cracking, slipping, and crushing of planes through a traction-separation law. A single surface hyperbolic failure criterion, which naturally comes as a direct extension of Coulomb friction criterion with cut-off in tension and cap-off in compression, has been developed. A Euler backward integration scheme together with a global-local Newton solver compatible with a substepping strategy has been used in numerical computations. The proposed model is then used for modeling of shear wall panels. The numerical results obtained are validated by comparing them with experimental results available in literatures.
引用
收藏
页码:681 / 696
页数:16
相关论文
共 44 条
  • [1] ABAQUS V., V ABAQUS 6 9 ONL DOC
  • [2] [Anonymous], [No title captured]
  • [3] [Anonymous], 1996, COMPUTATIONAL STRATE
  • [4] RESPONSE OF MASONRY BED JOINTS IN DIRECT SHEAR
    ATKINSON, RH
    AMADEI, BP
    SAEB, S
    STURE, S
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1989, 115 (09): : 2276 - 2296
  • [5] Barenblatt G. I., 1962, Adv. Appl. Mech., V7, P55, DOI 10.1016/S0065-2156(08)70121-2
  • [6] Bittencourt T., 1992, FRACTURE MECH CONCRE, V1, P339
  • [7] Consistent tangent formulation for 3D interface modeling of cracking/fracture in quasi-brittle materials
    Caballero, A.
    Willam, K. J.
    Carol, I.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2008, 197 (33-40) : 2804 - 2822
  • [8] A meso-level approach to the 3D numerical analysis of cracking and fracture of concrete materials
    Caballero, A.
    Carol, I.
    Lopez, C. M.
    [J]. FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2006, 29 (12) : 979 - 991
  • [9] Computational modelling of impact damage in brittle materials
    Camacho, GT
    Ortiz, M
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (20-22) : 2899 - 2938
  • [10] Carol I., 1985, 3 DIMENSIONAL ELASTO