Asymptotic homogenization analysis for damage amplification due to singular interaction of micro-cracks

被引:35
作者
Markenscoff, Xanthippi [2 ]
Dascalu, Cristian [1 ,3 ]
机构
[1] Univ Paris 06, UMR 7190, Inst Jean Le Rond dAlembert, F-75005 Paris, France
[2] Univ Calif San Diego, Dept Mech & Aerosp Engn, La Jolla, CA 92093 USA
[3] Inst Jean Le Rond dAlembert, CNRS, UMR 7190, F-75005 Paris, France
基金
美国国家科学基金会;
关键词
Micro-crack interaction; Coalescence; Homogenization; Effective coefficients; Damage amplification; ELASTIC SOLIDS; STRESSES; MODEL; BODY;
D O I
10.1016/j.jmps.2012.04.004
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper investigates the overall damage amplification effect due to micro-crack interaction in a framework of two-scale modeling. A homogenization method based on asymptotic expansions is employed to deduce the macroscopic damage equations. The damage model completely results from energy-based micro-crack propagation laws. We consider a locally periodic microstructure with periods containing pairs of micro-cracks separated by small ligaments. The asymptotic solution in the ligament region allows the study of the effect of micro-crack interaction on the effective coefficients. The local macroscopic response expresses the collective coalescence of a periodic microstructure with interacting micro-cracks. We show that the slope of the homogenized coefficients is inversely proportional to the square root of the distance between the tips of the interacting micro-cracks, accounting for the singularity in the stress fields as the micro-cracks approach each other. This leads to damage amplification as the result of the interaction of micro-cracks. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1478 / 1485
页数:8
相关论文
共 36 条
[1]  
ANDRIEUX S, 1986, J MEC THEOR APPL, V5, P471
[2]  
[Anonymous], 1920, Trans. R. Soc. Edinb.
[3]  
[Anonymous], 1973, A Course of Modern Analysis
[4]   Scaling laws in nanomechanics [J].
Barenblatt, G. I. ;
Monteiro, P. J. M. .
PHYSICAL MESOMECHANICS, 2010, 13 (5-6) :245-248
[5]  
Bazant Z.P., 1997, Fracture and Size Effect in Concrete and Other Quasibrittle Materials, V16
[6]   Scaling theory for quasibrittle structural failure [J].
Bazant, ZP .
PROCEEDINGS OF THE NATIONAL ACADEMY OF SCIENCES OF THE UNITED STATES OF AMERICA, 2004, 101 (37) :13400-13407
[7]   Scaling of quasibrittle fracture: Asymptotic analysis [J].
Bazant, ZP .
INTERNATIONAL JOURNAL OF FRACTURE, 1997, 83 (01) :19-40
[8]   SINGULAR ASYMPTOTICS ANALYSIS FOR THE SINGULARITY AT A HOLE NEAR A BOUNDARY [J].
CALLIAS, CJ ;
MARKENSCOFF, X .
QUARTERLY OF APPLIED MATHEMATICS, 1989, 47 (02) :233-245
[9]   THE SINGULARITY OF THE STRESS-FIELD OF 2 NEARBY HOLES IN A PLANAR ELASTIC MEDIUM [J].
CALLIAS, CJ ;
MARKENSCOFF, X .
QUARTERLY OF APPLIED MATHEMATICS, 1993, 51 (03) :547-557
[10]   Damage and size effects in elastic solids: A homogenization approach [J].
Dascalu, C. ;
Bilbie, G. ;
Agiasofitou, E. K. .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2008, 45 (02) :409-430