An assessment of the phase field formulation for crack growth

被引:92
作者
Klinsmann, Markus [1 ,2 ]
Rosato, Daniele [1 ]
Kamlah, Marc [2 ]
McMeeking, Robert M. [3 ,4 ,5 ,6 ]
机构
[1] Robert Bosch GmbH, Corp Sect Res & Adv Engn, D-70049 Stuttgart, Germany
[2] Karlsruhe Inst Technol, D-76344 Eggenstein Leopoldshafen, Germany
[3] Univ Calif Santa Barbara, Dept Mat, Santa Barbara, CA 93106 USA
[4] Univ Calif Santa Barbara, Dept Mech Engn, Santa Barbara, CA 93106 USA
[5] Univ Aberdeen, Kings Coll, Sch Engn, Aberdeen AB24 3UE, Scotland
[6] INM Leibniz Inst New Mat, D-66123 Saarbrucken, Germany
关键词
Phase field; Fracture; Energy release rate; Initial crack modeling; BRITTLE-FRACTURE; VARIATIONAL APPROACH; MODEL;
D O I
10.1016/j.cma.2015.06.009
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The phase field description for crack growth and fracture is an attractive alternative to numerical methods based on discrete representations of cracks, since the phase field methodology avoids the numerically challenging monitoring of the discontinuities introduced by the crack. In particular, for the simulation of complex crack growth topologies and application to coupled systems, e.g. with thermal or electrical fields, the phase field method has shown promise. However, an accurate prediction of the crack growth initiation is mandatory for a reliable simulation of crack trajectories both in terms of load history and the path followed through the material. In this work, we therefore investigate predictions of crack growth derived from the phase field method and compare them with established relations from fracture mechanics. To implement the phase field method for crack growth, a parallelized finite element method computer code using adaptive mesh refinement is developed and implemented. Results from it are presented. For these results, pre-existing cracks are introduced into the finite element model in two ways, including their representation as discrete discontinuities and as heterogeneities in the phase field order parameter. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:313 / 330
页数:18
相关论文
共 37 条
[1]   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
[2]   Regularized formulation of the variational brittle fracture with unilateral contact: Numerical experiments [J].
Amor, Hanen ;
Marigo, Jean-Jacques ;
Maurini, Corrado .
JOURNAL OF THE MECHANICS AND PHYSICS OF SOLIDS, 2009, 57 (08) :1209-1229
[3]  
Anderson T.A., 1995, FRACTURE MECH
[4]  
[Anonymous], 1921, PHIL T R SOC LOND MA
[5]  
Balay S, 1997, MODERN SOFTWARE TOOLS FOR SCIENTIFIC COMPUTING, P163
[6]   deal. II - A general-purpose object-oriented finite element library [J].
Bangerth, W. ;
Hartmann, R. ;
Kanschat, G. .
ACM TRANSACTIONS ON MATHEMATICAL SOFTWARE, 2007, 33 (04)
[7]   Algorithms and Data Structures for Massively Parallel Generic Adaptive Finite Element Codes [J].
Bangerth, Wolfgang ;
Burstedde, Carsten ;
Heister, Timo ;
Kronbichler, Martin .
ACM TRANSACTIONS ON MATHEMATICAL SOFTWARE, 2011, 38 (02)
[8]  
Bonet J., 1997, Nonlinear continuum mechanics for finite element analysis
[9]   A higher-order phase-field model for brittle fracture: Formulation and analysis within the isogeometric analysis framework [J].
Borden, Michael J. ;
Hughes, Thomas J. R. ;
Landis, Chad M. ;
Verhoosel, Clemens V. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2014, 273 :100-118
[10]   A phase-field description of dynamic brittle fracture [J].
Borden, Michael J. ;
Verhoosel, Clemens V. ;
Scott, Michael A. ;
Hughes, Thomas J. R. ;
Landis, Chad M. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 217 :77-95