Algorithmic implementation of a generalized cohesive crack model

被引:5
|
作者
Ohmenhäuser, F [1 ]
Weihe, S [1 ]
Kröplin, B [1 ]
机构
[1] Univ Stuttgart, Inst Stat & Dynam Aerosp Struct, D-70569 Stuttgart, Germany
关键词
material failure; fracture; softening plasticity; elasto-plasticity; consistent tangent operator;
D O I
10.1016/S0927-0256(99)00072-5
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Smeared fictitious crack models can be regarded as generalized cohesive crack models. The classic fictitious crack models, i.e. the fixed crack, multiple fixed crack, rotating crack and microplane model, are based on different assumptions for the orientation of developing cracks. A smooth transition between the extreme cases, the fixed crack and the rotating crack model, is provided by the adaptive fixed crack model. In this approach, the critical direction of failure is uniquely identified based on Mohr's hypothesis. Thus, the critical direction depends on the character of the failure criterion and the type of loading. The numeric implementation of the adaptive fixed crack model has given rise to some subtle questions. It is shown that even for a classical fixed crack concept, the algorithmic tangent stiffness may have to include components of crack rotation, depending on the imposed strategy for the global equilibrium iteration scheme. (C) 1999 Elsevier Science B.V. All rights reserved.
引用
收藏
页码:294 / 306
页数:13
相关论文
共 50 条
  • [1] A GENERALIZED VISCO-PLASTICITY MODEL AND ITS ALGORITHMIC IMPLEMENTATION
    AURICCHIO, F
    TAYLOR, RL
    COMPUTERS & STRUCTURES, 1994, 53 (03) : 637 - 647
  • [2] Tripartite cohesive crack model
    Jefferson, AD
    JOURNAL OF ENGINEERING MECHANICS, 2002, 128 (06) : 644 - 653
  • [3] Classification and algorithmic implementation of smeared crack models
    Ohmenhauser, F
    Weihe, S
    Kroplin, B
    COMPUTATIONAL MODELLING OF CONCRETE STRUCTURES, VOLS 1 AND 2, 1998, : 173 - 182
  • [4] A generalized cohesive element technique for arbitrary crack motion
    Maiti, Spandan
    Ghosh, Dipankar
    Subhash, Ghatu
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2009, 45 (8-9) : 501 - 510
  • [5] A Generalized Model for Algorithmic Debugging
    Insa, David
    Silva, Josep
    LOGIC-BASED PROGRAM SYNTHESIS AND TRANSFORMATION (LOPSTR 2015), 2015, 9527 : 261 - 276
  • [6] Parameter identification of the cohesive crack model
    Bolzon, G
    Ghilotti, D
    Maier, G
    MATERIAL IDENTIFICATION USING MIXED NUMERICAL EXPERIMENTAL METHODS, 1997, : 213 - 222
  • [7] On the Cohesive Zone Model for a Finite Crack
    Matvienko, Yu. G.
    International Journal of Fracture, 1999, 98 (3-4): : 53 - 58
  • [8] A cohesive model of fatigue crack growth
    Nguyen, O
    Repetto, EA
    Ortiz, M
    Radovitzky, RA
    INTERNATIONAL JOURNAL OF FRACTURE, 2001, 110 (04) : 351 - 369
  • [9] A cohesive model of fatigue crack growth
    O. Nguyen
    E.A. Repetto
    M. Ortiz
    R.A. Radovitzky
    International Journal of Fracture, 2001, 110 : 351 - 369
  • [10] STABILITY THEORY OF COHESIVE CRACK MODEL
    LI, YN
    LIANG, RY
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (03): : 587 - 603