Consistent finite element calculations of boundary and internal fluxes

被引:16
作者
Oshima, M
Hughes, TJR
Jensen, K
机构
[1] Univ Tokyo, Inst Ind Sci, Minato Ku, Tokyo 106, Japan
[2] Stanford Univ, Dept Mech Engn, Div Appl Mech, Stanford, CA 94305 USA
[3] Rensselaer Polytech Inst, Dept Mech Engn Aeronaut Engn & Mech, Troy, NY 12180 USA
关键词
Large Eddy Simulation; finite element method; turbulent flow; stabilization method;
D O I
10.1080/10618569808940855
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The purpose of this paper is to develop a consistent method to calculate the fluxes or the stresses in an incompressible flow, particularly a turbulent flow. A post-processing technique has been developed such that fluxes or stresses are treated as unknown values, which are solved for, weakly, using the finite element method, The method has been applied to calculate the Reynolds stresses in a turbulent channel flow, As a result of the new consistent method, the Reynolds stresses have shown good agreement with the DNS data confirming the momentum conservation of the finite element method.
引用
收藏
页码:227 / 235
页数:9
相关论文
共 12 条
[1]   APPROXIMATE BOUNDARY-FLUX CALCULATIONS [J].
CAREY, GF ;
CHOW, SS ;
SEAGER, MK .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1985, 50 (02) :107-120
[2]   SOME CURRENT CFD ISSUES RELEVANT TO THE INCOMPRESSIBLE NAVIER-STOKES EQUATIONS [J].
GRESHO, PM .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 87 (2-3) :201-252
[3]   DONT SUPPRESS THE WIGGLES - THEYRE TELLING YOU SOMETHING [J].
GRESHO, PM ;
LEE, RL .
COMPUTERS & FLUIDS, 1981, 9 (02) :223-253
[4]  
Hughes T. J. R., 2012, The finite element method: linear static and dynamic finite element analysis
[5]  
HUGHES TJR, 1987, P AIAA 25 AER SCI M
[6]   TURBULENCE STATISTICS IN FULLY-DEVELOPED CHANNEL FLOW AT LOW REYNOLDS-NUMBER [J].
KIM, J ;
MOIN, P ;
MOSER, R .
JOURNAL OF FLUID MECHANICS, 1987, 177 :133-166
[7]  
MIZUKAMI A, 1986, COMPUT METHOD APPL M, V57, P239, DOI 10.1016/0045-7825(86)90016-2
[8]  
Smagorinsky J., 1963, Mon. Weather Rev., V91, P99, DOI [10.1175/1520-0493(1963)091<0099:GCEWTP>2.3.CO
[9]  
2, 10.1175/1520-0493(1963)091h0099:GCEWTPi2.3.CO
[10]  
2, DOI 10.1175/1520-0493(1963)091H0099:GCEWTPI2.3.CO