Regularized formulation of the variational brittle fracture with unilateral contact: Numerical experiments

被引:1161
作者
Amor, Hanen [3 ,4 ]
Marigo, Jean-Jacques [1 ,2 ]
Maurini, Corrado [1 ,2 ]
机构
[1] Univ Paris 06, Inst Jean Le Rond Alembert, UPMC, F-75252 Paris 05, France
[2] CNRS, UMR 7190, F-75252 Paris 05, France
[3] CNRS, UPR 9001, LPMTM, F-93430 Villetaneuse, France
[4] Univ Paris 13, Inst Galilee, LAGA, CNRS,UMR 7539, F-93430 Villetaneuse, France
关键词
Fracture; Energy methods; Free-discontinuity problems; Contact mechanics; Finite elements; FINITE-ELEMENT-METHOD; QUASI-STATIC EVOLUTION; CRACK-GROWTH; NEWTON METHOD; DAMAGE; APPROXIMATION; MODEL; CONCRETE; MECHANICS; CONVERGENCE;
D O I
10.1016/j.jmps.2009.04.011
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This paper presents a modified regularized formulation of the Ambrosio-Tortorelli type to introduce the crack non-interpenetration condition in the variational approach to fracture mechanics proposed by Francfort and Marigo [1998. Revisiting brittle fracture as an energy minimization problem. J. Mech. Phys. Solids 46 (8), 1319-1342], We focus on the linear elastic case where the contact condition appears as a local unilateral constraint on the displacement jump at the crack surfaces. The regularized model is obtained by splitting the strain energy in a spherical and a deviatoric parts and accounting for the sign of the local volume change. The numerical implementation is based on a standard finite element discretization and on the adaptation of an alternate minimization algorithm used in previous works. The new regularization avoids crack interpenetration and predicts asymmetric results in traction and in compression. Even though we do not exhibit any gamma-convergence proof toward the desired limit behavior, we illustrate through several numerical case studies the pertinence of the new model in comparison to other approaches. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1209 / 1229
页数:21
相关论文
共 53 条
[1]   Generalized Newton method in contact mechanics [J].
Alart, P .
JOURNAL DE MATHEMATIQUES PURES ET APPLIQUEES, 1997, 76 (01) :83-108
[2]  
ALLAIRE G, 2007, 629 CMAP EC POL
[3]   APPROXIMATION OF FUNCTIONALS DEPENDING ON JUMPS BY ELLIPTIC FUNCTIONALS VIA GAMMA-CONVERGENCE [J].
AMBROSIO, L ;
TORTORELLI, VM .
COMMUNICATIONS ON PURE AND APPLIED MATHEMATICS, 1990, 43 (08) :999-1036
[4]  
Ambrosio L., 2000, Oxford Mathematical Monographs
[5]  
[Anonymous], 1998, Lecture Notes in Math.
[6]   Continuum field description of crack propagation [J].
Aranson, IS ;
Kalatsky, VA ;
Vinokur, VM .
PHYSICAL REVIEW LETTERS, 2000, 85 (01) :118-121
[7]   Application of some anisotropic damage model to the prediction of the failure of some complex industrial concrete structure [J].
Badel, Pierre ;
Godard, Vincent ;
Leblond, Jean-Baptiste .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2007, 44 (18-19) :5848-5874
[8]   DISCRETE APPROXIMATION OF A FREE DISCONTINUITY PROBLEM [J].
BELLETTINI, G ;
COSCIA, A .
NUMERICAL FUNCTIONAL ANALYSIS AND OPTIMIZATION, 1994, 15 (3-4) :201-224
[9]   Bifurcation and stability issues in gradient theories with softening [J].
Benallal, A. ;
Marigo, J-J .
MODELLING AND SIMULATION IN MATERIALS SCIENCE AND ENGINEERING, 2007, 15 (01) :S283-S295
[10]   Numerical experiments in revisited brittle fracture [J].
Bourdin, B ;
Francfort, GA ;
Marigo, JJ .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2000, 48 (04) :797-826