A Multi-Time-Scale Strategy for Multiphysics Problems: Application to Poroelasticity

被引:14
作者
Dureisseix, David [1 ]
Ladeveze, Pierre [2 ]
Neron, David [2 ]
Schrefler, Bernhard A. [3 ]
机构
[1] Univ Montpellier 2, LMGC, CNRS, CC 048, F-34095 Montpellier 5, France
[2] Univ Paris 06, CNRS, ENS Cachan, LMT Cachan, F-94235 Cachan, France
[3] Univ Padua, Dept Struct & Transportat Engn, I-35131 Padua, Italy
关键词
Multiphysics; multi-time-scale; coupled fields; LATIN; porous media; consolidation;
D O I
10.1615/IntJMultCompEng.v1.i4.50
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Usually, multiphysics phenomena and coupled-field problems lead to computationally intensive structural analysis. Strategies to keep these problems computationally affordable are of special interest. For coupled fluid-structure problems, for instance, partitioned procedures and staggered algorithms are often preferable to direct analysis. In a previous article, a new strategy derived from the LArge Time INcrement (LATIN) method was described. This strategy was applied to the consolidation of saturated porous soils, which is a highly coupled fluid-solid problem. The feasibility of the method and the comparison of its performance with that of a standard partitioning scheme (the so-called ISPP method) was presented. Here, we go one step further and use the LATIN method to take into account the different time scales that usually arise from the different physics. We propose a multi-time-scale strategy, which improves the existing method.
引用
收藏
页码:387 / 400
页数:14
相关论文
共 34 条
[1]  
[Anonymous], 1994, REND MAT ACC LINCEI
[2]  
[Anonymous], MAITRISE CALCUL MECA
[3]   Modeling and simulation of damage in elastomer structures at high strains [J].
Aubard, X ;
Boucard, PA ;
Ladevèze, P ;
Michel, S .
COMPUTERS & STRUCTURES, 2002, 80 (27-30) :2289-2298
[4]   A nonincremental approach for large displacement problems [J].
Boucard, PA ;
Ladeveze, P ;
Poss, M ;
Rougee, P .
COMPUTERS & STRUCTURES, 1997, 64 (1-4) :499-508
[5]  
Brezzi F., 1991, COMPUTATIONAL MATH, V15
[6]   A numerical scheme to couple subdomains with different time-steps for predominantly linear transient analysis [J].
Combescure, A ;
Gravouil, A .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (11-12) :1129-1157
[7]   A LATIN computational strategy for multiphysics problems:: application to poroelasticity [J].
Dureisseix, D ;
Ladevèze, P ;
Schrefler, BA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2003, 56 (10) :1489-1510
[8]  
Dureisseix D., 1998, CONT MATH DOMAIN DEC, V218, P246
[9]   Two efficient staggered algorithms for the serial and parallel solution of three-dimensional nonlinear transient aeroelastic problems [J].
Farhat, C ;
Lesoinne, M .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2000, 182 (3-4) :499-515
[10]  
Felippa C, 1988, ENG COMPUT, V5, P123, DOI [10.1108/EB023730, DOI 10.1108/EB023730]