Finite element modeling of quasi-brittle cracks in 2D and 3D with enhanced strain accuracy

被引:46
作者
Cervera, M. [1 ]
Barbat, G. B. [1 ]
Chiumenti, M. [1 ]
机构
[1] Tech Univ Catalonia, Int Ctr Numer Methods Engn CIMNE, BarcelonaTECH, Edificio C1,Campus Norte,Jordi Girona 1-3, Barcelona 08034, Spain
关键词
Damage; Cracking; Mixed finite elements; Strain localization; Structural failure; STRONG DISCONTINUITY APPROACH; PETROV-GALERKIN FORMULATION; SCREENED POISSON EQUATION; ARBITRARY EVOLVING CRACKS; LOCAL MESH REFINEMENT; PHASE-FIELD MODELS; COHESIVE ELEMENTS; TRACKING STRATEGY; X-FEM; FRACTURE;
D O I
10.1007/s00466-017-1438-8
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
This paper discusses the finite element modeling of cracking in quasi-brittle materials. The problem is addressed via a mixed strain/displacement finite element formulation and an isotropic damage constitutive model. The proposed mixed formulation is fully general and is applied in 2D and 3D. Also, it is independent of the specific finite element discretization considered; it can be equally used with triangles/tetrahedra, quadrilaterals/hexahedra and prisms. The feasibility and accuracy of the method is assessed through extensive comparison with experimental evidence. The correlation with the experimental tests shows the capacity of the mixed formulation to reproduce the experimental crack path and the force-displacement curves with remarkable accuracy. Both 2D and 3D examples produce results consistent with the documented data. Aspects related to the discrete solution, such as convergence regarding mesh resolution and mesh bias, as well as other related to the physical model, like structural size effect and the influence of Poisson's ratio, are also investigated. The enhanced accuracy of the computed strain field leads to accurate results in terms of crack paths, failure mechanisms and force displacement curves. Spurious mesh dependency suffered by both continuous and discontinuous irreducible formulations is avoided by the mixed FE, without the need of auxiliary tracking techniques or other computational schemes that alter the continuum mechanical problem.
引用
收藏
页码:767 / 796
页数:30
相关论文
共 81 条
[1]   INTERLAMINAR INTERFACE MODELING FOR THE PREDICTION OF DELAMINATION [J].
ALLIX, O ;
LADEVEZE, P .
COMPOSITE STRUCTURES, 1992, 22 (04) :235-242
[2]   A local crack-tracking strategy to model three-dimensional crack propagation with embedded methods [J].
Annavarapu, Chandrasekhar ;
Settgast, Randolph R. ;
Vitali, Efrem ;
Morris, Joseph P. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2016, 311 :815-837
[3]   A novel two-stage discrete crack method based on the screened Poisson equation and local mesh refinement [J].
Areias, P. ;
Rabczuk, T. ;
Cesar de Sa, J. .
COMPUTATIONAL MECHANICS, 2016, 58 (06) :1003-1018
[4]   Damage and fracture algorithm using the screened Poisson equation and local remeshing [J].
Areias, P. ;
Msekh, M. A. ;
Rabczuk, T. .
ENGINEERING FRACTURE MECHANICS, 2016, 158 :116-143
[5]   A constitutive-based element-by-element crack propagation algorithm with local mesh refinement [J].
Areias, P. ;
Reinoso, J. ;
Camanho, P. ;
Rabczuk, T. .
COMPUTATIONAL MECHANICS, 2015, 56 (02) :291-315
[6]   Element-wise fracture algorithm based on rotation of edges [J].
Areias, P. ;
Rabczuk, T. ;
Dias-da-Costa, D. .
ENGINEERING FRACTURE MECHANICS, 2013, 110 :113-137
[7]   Finite strain fracture of plates and shells with configurational forces and edge rotations [J].
Areias, P. ;
Rabczuk, T. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2013, 94 (12) :1099-1122
[8]   Analysis of three-dimensional crack initiation and propagation using the extended finite element method [J].
Areias, PMA ;
Belytschko, T .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 63 (05) :760-788
[9]  
Baant ZP., 1983, Mater. Constr., V16, P155
[10]   ERROR-BOUNDS FOR FINITE ELEMENT METHOD [J].
BABUSKA, I .
NUMERISCHE MATHEMATIK, 1971, 16 (04) :322-&