Improved Implicit Immersed Boundary Method via Operator Splitting

被引:5
作者
Cai, Shang-Gui [1 ]
Ouahsine, Abdellatif [1 ]
Favier, Julien [2 ]
Hoarau, Yannick [3 ]
机构
[1] Univ Technol Compiegne, Univ Paris 04, CNRS, UMR Roberval 7337,Ctr Rech Royallieu, F-60203 Compiegne, France
[2] Aix Marseille Univ, CNRS, Cent Marseille, M2P2,UMR 7340, F-13451 Marseille, France
[3] Strasbourg Univ, ICUBE, UMR 7357, 2 Rue Boussingault, F-67000 Strasbourg, France
来源
COMPUTATIONAL METHODS FOR SOLIDS AND FLUIDS: MULTISCALE ANALYSIS, PROBABILITY ASPECTS AND MODEL REDUCTION | 2016年 / 41卷
关键词
CIRCULAR-CYLINDER; FINITE-DIFFERENCE; FLOW; SIMULATION;
D O I
10.1007/978-3-319-27996-1_3
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
We present an implicit immersed boundary method via operator splitting technique for simulating fluid flow over moving solid with complex shape. An additional moving force equation is derived in order to impose the interface velocity condition exactly on the immersed surface. The moving force matrix is formulated to be symmetric and positive definite, thus its calculation is computational inexpensive by using the conjugate gradient method. Moreover, the proposed immersed boundary method is incorporated into the rotational incremental projection method as a plug-in. No numerical boundary layers will be generated towards the velocity and pressure during the calculation. The method is validated through various benchmark tests.
引用
收藏
页码:49 / 66
页数:18
相关论文
共 22 条
[1]   An efficient implicit direct forcing immersed boundary method for incompressible flows [J].
Cai, S-G ;
Ouahsine, A. ;
Smaoui, H. ;
Favier, J. ;
Hoarau, Y. .
3RD INTERNATIONAL CONFERENCE ON MATHEMATICAL MODELING IN PHYSICAL SCIENCES (IC-MSQUARE 2014), 2015, 574
[2]  
Cai SG, 2015, Coupled Problems in Science and Engineering VI, P1130
[3]   EXPERIMENTAL-DETERMINATION OF MAIN FEATURES OF VISCOUS-FLOW IN WAKE OF A CIRCULAR-CYLINDER IN UNIFORM TRANSLATION .1. STEADY FLOW [J].
COUTANCEAU, M ;
BOUARD, R .
JOURNAL OF FLUID MECHANICS, 1977, 79 (FEB22) :231-+
[4]   Meshless method for shallow water equations with free surface flow [J].
Darbani, M. ;
Ouahsine, A. ;
Villon, P. ;
Naceur, H. ;
Smaoui, H. .
APPLIED MATHEMATICS AND COMPUTATION, 2011, 217 (11) :5113-5124
[5]   Low-Reynolds-number flow around an oscillating circular cylinder at low Keulegan-Carpenter numbers [J].
Dutsch, H ;
Durst, F ;
Becker, S ;
Lienhart, H .
JOURNAL OF FLUID MECHANICS, 1998, 360 :249-271
[6]   Combined immersed-boundary finite-difference methods for three-dimensional complex flow simulations [J].
Fadlun, EA ;
Verzicco, R ;
Orlandi, P ;
Mohd-Yusof, J .
JOURNAL OF COMPUTATIONAL PHYSICS, 2000, 161 (01) :35-60
[7]   MODELING A NO-SLIP FLOW BOUNDARY WITH AN EXTERNAL FORCE-FIELD [J].
GOLDSTEIN, D ;
HANDLER, R ;
SIROVICH, L .
JOURNAL OF COMPUTATIONAL PHYSICS, 1993, 105 (02) :354-366
[8]   An overview of projection methods for incompressible flows [J].
Guermond, J. L. ;
Minev, P. ;
Shen, Jie .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (44-47) :6011-6045
[9]   An improved immersed boundary method with direct forcing for the simulation of particle laden flows [J].
Kempe, Tobias ;
Froehlich, Jochen .
JOURNAL OF COMPUTATIONAL PHYSICS, 2012, 231 (09) :3663-3684
[10]   An immersed boundary method with formal second-order accuracy and reduced numerical viscosity [J].
Lai, MC ;
Peskin, CS .
JOURNAL OF COMPUTATIONAL PHYSICS, 2000, 160 (02) :705-719