THE EFFECT OF THE BOUNDARY LAYER AND LIQUID VISCOSITY AND VAPOR ON SLOSHING CHARACTERISTICS

被引:0
作者
Zou, Changfang [1 ]
Wang, Deyu [1 ]
机构
[1] Shanghai Jiao Tong Univ, Dept State Key Lab Ocean Engn, Shanghai 200240, Peoples R China
来源
33RD INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2014, VOL 2 | 2014年
关键词
RECTANGULAR TANK; NUMERICAL-SIMULATION; FREE-SURFACE; SPH METHOD; PRESSURE; MOTIONS;
D O I
暂无
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Using commercial code FLUENT and the volume-of-fluid (VOF) technique adopted to track free surface, numerical investigations for the numerical models including and excluding a second set of boundary layer grid, various liquid viscosity and vapor phase are carried out in this paper. The effect of relevant parameters (boundary layer grid, viscosity and vapor) on sloshing is investigated in detail. The numerical results show that the liquid viscosity effect in boundary layer influence on sloshing pressure for established a numerical model with a second set of boundary layer grid. Energy dissipation due to viscous friction within the boundary layer leads to reduction of sloshing pressure, especially when viscosity becomes bigger, the dissipation effect is more remarkable. The results are different from Lee's [7]. Another factor influencing the sloshing pressure is vapor phase. Compared to incompressible air, the factor leads to pressure decrease. In addition, as a result of viscous damping effect within boundary layer, the rising time of impact pressure is larger and the wave amplitude of the free surface climbing up along the tank wall is smaller in bigger liquid viscosity. The boundary layer grid also has important influence on dynamic pressure distribution along the wall. Through comparison of computational results with experimental results, we found that a numerical model with boundary layer grid can predict the sloshing pressure more accurately.
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页数:7
相关论文
共 19 条
[1]   Experimental investigation of pressure distribution on a rectangular tank due to the liquid sloshing [J].
Akyildiz, H ;
Ünal, E .
OCEAN ENGINEERING, 2005, 32 (11-12) :1503-1516
[2]   Sloshing in a three-dimensional rectangular tank:: Numerical simulation and experimental validation [J].
Akyildiz, Hakan ;
Uenal, N. Erdem .
OCEAN ENGINEERING, 2006, 33 (16) :2135-2149
[3]   A numerical study of the effects of the vertical baffle on liquid sloshing in two-dimensional rectangular tank [J].
Akyildiz, Hakan .
JOURNAL OF SOUND AND VIBRATION, 2012, 331 (01) :41-52
[4]   Nonlinear modeling of liquid sloshing in a moving rectangular tank [J].
Celebi, MS ;
Akyildiz, H .
OCEAN ENGINEERING, 2002, 29 (12) :1527-1553
[5]   An investigation into the pressure on solid walls in 2D sloshing using SPH method [J].
Chen, Z. ;
Zong, Z. ;
Li, H. T. ;
Li, J. .
OCEAN ENGINEERING, 2013, 59 :129-141
[6]   Equivalent linear stochastic seismic analysis of cylindrical base-isolated liquid storage tanks [J].
Curadelli, O. .
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2013, 83 :166-176
[7]   Equivalent mechanical analog for dynamic analysis of pure conical tanks [J].
El Damatty, A. A. ;
Sweedan, A. M. I. .
THIN-WALLED STRUCTURES, 2006, 44 (04) :429-440
[8]   Sloshing motions in excited tanks [J].
Frandsen, JB .
JOURNAL OF COMPUTATIONAL PHYSICS, 2004, 196 (01) :53-87
[9]  
Ibrahim RA, 2005, LIQUID SLOSHING DYNAMICS: THEORY AND APPLICATIONS, P1, DOI 10.1017/CBO9780511536656
[10]   Fluid-shell structure interaction analysis by coupled particle and finite element method [J].
Lee, Chen Jian Ken ;
Noguchi, Hirohisa ;
Koshizuka, Seiichi .
COMPUTERS & STRUCTURES, 2007, 85 (11-14) :688-697