A discrete cohesive model for fractal cracks

被引:20
|
作者
Wnuk, Michael P. [2 ]
Yavari, Arash [1 ]
机构
[1] Georgia Inst Technol, Sch Civil & Environm Engn, Atlanta, GA 30332 USA
[2] Univ Wisconsin, Coll Engn & Appl Sci, Milwaukee, WI 53201 USA
关键词
Fractal fracture; Fractal crack; Discrete fracture; Cohesive model; MECHANICS; TOUGHNESS;
D O I
10.1016/j.engfracmech.2008.12.004
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The fractal crack model described here incorporates the essential features of the fractal view of fracture, the basic concepts of the LEFM model, the concepts contained within the Barenblatt-Dugdale cohesive crack model and the quantized (discrete or finite) fracture mechanics assumptions proposed by Pugno and Ruoff [Pugno N, Ruoff RS. Quantized fracture mechanics. Philos Mag 2004;84(27):2829-45] and extended by Wnuk and Yavari [Wnuk MP, Yavari A. Discrete fractal fracture mechanics. Engng Fract Mech 2008;75(5):1127-42]. The well-known entities such as the stress intensity factor and the Barenblatt cohesion modulus, which is a measure of material toughness, have been redefined to accommodate the fractal view of fracture. For very small cracks or as the degree of fractality increases, the characteristic length constant, related to the size of the cohesive zone is shown to substantially increase compared to the conventional solutions obtained from the cohesive crack model. In order to understand fracture occurring in real materials, whether brittle or ductile, it seems necessary to account for the enhancement of fracture energy, and therefore of material toughness, due to fractal and discrete nature of crack growth. These two features of any real material appear to be inherent defense mechanisms provided by Nature. Published by Elsevier Ltd.
引用
收藏
页码:548 / 559
页数:12
相关论文
共 50 条
  • [31] Simulation of delamination in fiber composites with a discrete cohesive failure model
    Borg, R
    Nilsson, L
    Simonsson, K
    COMPOSITES SCIENCE AND TECHNOLOGY, 2001, 61 (05) : 667 - 677
  • [32] Modeling Cohesive Cracks with Meshless Method
    Wu, S.
    Fang, S.
    INTERNATIONAL JOURNAL OF DAMAGE MECHANICS, 2009, 18 (08) : 721 - 737
  • [33] Discrete crack path prediction by an adaptive cohesive crack model
    Geissler, G.
    Netzker, C.
    Kaliske, M.
    ENGINEERING FRACTURE MECHANICS, 2010, 77 (18) : 3541 - 3557
  • [34] Scaling of discrete element model parameters for cohesionless and cohesive solid
    Thakur, Subhash C.
    Ooi, Jin Y.
    Ahmadian, Hossein
    POWDER TECHNOLOGY, 2016, 293 : 130 - 137
  • [35] On the application of a discrete model to the fracture process of cohesive granular materials
    D'Addetta, GA
    Kun, F
    Ramm, E
    GRANULAR MATTER, 2002, 4 (02) : 77 - 90
  • [36] On the application of a discrete model to the fracture process of cohesive granular materials
    G. A. D'Addetta
    F. Kun
    E. Ramm
    Granular Matter, 2002, 4 : 77 - 90
  • [37] MODELING COHESIVE CRACKS WITH MESHLESS METHOD
    Wu, S.
    ASME PRESSURE VESSELS AND PIPING CONFERENCE - 2009, VOL 2, 2010, : 3 - 10
  • [38] A simplified meshless method for cohesive cracks
    Zhang, Y. Y.
    Gao, L. S.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN BIOMEDICAL ENGINEERING, 2010, 26 (06) : 728 - 739
  • [39] A MODEL OF TENSION AND COMPRESSION CRACKS WITH COHESIVE ZONE AT A BONE-CEMENT INTERFACE
    CLECH, JP
    KEER, LM
    LEWIS, JL
    JOURNAL OF BIOMECHANICAL ENGINEERING-TRANSACTIONS OF THE ASME, 1985, 107 (02): : 175 - 182
  • [40] Discrete restricted curvature model with diffusion on a fractal substrate
    Kim, Dae Ho
    Kim, Jin Min
    Kang, Daeseung
    JOURNAL OF STATISTICAL MECHANICS-THEORY AND EXPERIMENT, 2014,