A two-scale model for fluid flow in an unsaturated porous medium with cohesive cracks

被引:127
作者
Rethore, Julien [1 ]
de Borst, Rene [1 ]
Abellan, Marie-Angele [2 ]
机构
[1] Delft Univ Technol, Fac Aerosp Engn, Delft, Netherlands
[2] CNRS, UMR 5513, ENISE, LTDS, St Etienne, France
关键词
fracture; unsaturated porous medium; multiscale method; multiphase medium; fluid flow; cohesive crack;
D O I
10.1007/s00466-007-0178-6
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
A two-scale model is developed for fluid flow in a deforming, unsaturated and progressively fracturing porous medium. At the microscale, the flow in the cohesive crack is modelled using Darcy's relation for fluid flow in a porous medium, taking into account changes in the permeability due to the progressive damage evolution inside the cohesive zone. From the micromechanics of the flow in the cavity, identities are derived that couple the local momentum and the mass balances to the governing equations for an unsaturated porous medium, which are assumed to hold on the macroscopic scale. The finite element equations are derived for this two-scale approach and integrated over time. By exploiting the partition-of-unity property of the finite element shape functions, the position and direction of the fractures are independent from the underlying discretization. The resulting discrete equations are nonlinear due to the cohesive crack model and the nonlinearity of the coupling terms. A consistent linearization is given for use within a Newton-Raphson iterative procedure. Finally, examples are given to show the versatility and the efficiency of the approach. The calculations indicate that the evolving cohesive cracks can have a significant influence on the fluid flow and vice versa.
引用
收藏
页码:227 / 238
页数:12
相关论文
共 32 条
[1]   Wave propagation and localisation in a softening two-phase medium [J].
Abellan, Marie-Angele ;
de Borst, Rene .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (37-40) :5011-5019
[2]  
Babuska I, 1997, INT J NUMER METH ENG, V40, P727, DOI 10.1002/(SICI)1097-0207(19970228)40:4<727::AID-NME86>3.0.CO
[3]  
2-N
[4]  
Belytschko T, 1999, INT J NUMER METH ENG, V45, P601, DOI 10.1002/(SICI)1097-0207(19990620)45:5<601::AID-NME598>3.0.CO
[5]  
2-S
[6]  
Belytschko T, 2001, INT J NUMER METH ENG, V50, P993, DOI 10.1002/1097-0207(20010210)50:4<993::AID-NME164>3.0.CO
[7]  
2-M
[8]  
Biot M.A., 1965, MECH INCREMENTAL DEF
[9]   A NUMERICAL PROCEDURE FOR SIMULATION OF HYDRAULICALLY-DRIVEN FRACTURE PROPAGATION IN POROELASTIC MEDIA [J].
BOONE, TJ ;
INGRAFFEA, AR .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1990, 14 (01) :27-+
[10]   Computational modelling of impact damage in brittle materials [J].
Camacho, GT ;
Ortiz, M .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1996, 33 (20-22) :2899-2938