A two-scale time-dependent damage model based on non-planar growth of micro-cracks

被引:41
作者
Francois, Bertrand [2 ,3 ]
Dascalu, Cristian [1 ]
机构
[1] INPG, CNRS UMR 5521, UJF, Lab Sols Solides Struct Risques, F-38041 Grenoble 9, France
[2] FRS FNRS, B-1000 Brussels, Belgium
[3] Univ Liege, Dept ArGEnCo, B-4000 Liege, Belgium
关键词
Subcritical propagation; Crack rotation; Homogenization; Time-dependent damage; Size effects; EFFECTIVE ELASTIC PROPERTIES; STRESS-CORROSION; FAILURE; SOLIDS; PROPAGATION; FATIGUE; ROCK; DEGRADATION; PREDICTION; BEHAVIOR;
D O I
10.1016/j.jmps.2010.07.018
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents the theoretical developments and the numerical applications of a time-dependent damage law. This law is deduced from considerations at the micro-scale where non-planar growth of micro-cracks, following a subcritical propagation criterion, is assumed. The orientation of the crack growth is governed by the maximum energy release rate at the crack tips and the introduction of an equivalent straight crack. The passage from micro-scale to macro-scale is done through an asymptotic homogenization approach. The model is built in two steps. First, the effective coefficients are calculated at the micro-scale in finite periodical cells, with respect to the micro-cracks length and their orientation. Then, a subcritical damage law is developed in order to establish the evolution of damage. This damage law is obtained as a differential equation depending on the microscopic stress intensity factors, which are a priori calculated for different crack lengths and orientations. The developed model enables to reproduce not only the classical short-term stress-strain response of materials (in tension and compression) but also the long-term behavior encountering relaxation and creep effects. Numerical simulations show the ability of the developed model to reproduce this time-dependent damage response of materials. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1928 / 1946
页数:19
相关论文
共 48 条
[21]   INTERACTIONS AMONG GENERAL SYSTEMS OF CRACKS AND ANTICRACKS - AN INTEGRAL-EQUATION APPROACH [J].
HU, KX ;
CHANDRA, A .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1993, 60 (04) :920-928
[22]   Influence of lateral confinement on dynamic damage evolution during uniaxial compressive response of brittle solids [J].
Huang, CY ;
Subhash, G .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2003, 51 (06) :1089-1105
[24]   On the solution of doubly periodic array of cracks [J].
Karihaloo, BL ;
Wang, J .
MECHANICS OF MATERIALS, 1997, 26 (04) :209-212
[25]   Time-dependent drift degradation due to the progressive failure of rock bridges along discontinuities [J].
Kemeny, J .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2005, 42 (01) :35-46
[26]   Crack growth in brittle solids under compression [J].
Lauterbach, B ;
Gross, D .
MECHANICS OF MATERIALS, 1998, 29 (02) :81-92
[27]   Crack paths in three-dimensional elastic solids. I: two-term expansion of the stress intensity factors - application to crack path stability in hydraulic fracturing [J].
Leblond, JB .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1999, 36 (01) :79-103
[28]  
LEGUILLON D, 1982, J MEC THEOR APPL, V1, P195
[29]   DAMAGE CONSTITUTIVE RELATIONS FOR COMPOSITE-MATERIALS [J].
LENE, F .
ENGINEERING FRACTURE MECHANICS, 1986, 25 (5-6) :713-728
[30]   Three reliability methods for fatigue crack growth [J].
Liu, WK ;
Chen, YJ ;
Belytschko, T ;
Lua, YJ .
ENGINEERING FRACTURE MECHANICS, 1996, 53 (05) :733-752