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对均匀来流下靠近壁面处在垂直流向做强迫振荡运动的光滑圆柱的水动力特性进行了试验研究. 试验在拖曳水池中进行, 雷诺数为2× 105, 通过采集顺流向和垂直流向的力, 得到了阻力系数、升力系数、相位角等与间隙比、振荡频率和振幅之间的关系. 通过研究得到如下结论: 1)振荡圆柱的平均阻力系数在近壁面处随间隙比的减小而骤降; 2)振荡圆柱泄涡受到完全抑制的临界间隙比要小于静止圆柱; 3)近壁面的存在对振荡圆柱的能量传递有着重要的影响, 自由边界圆柱强迫振荡所得到的水动力系数不能用来预报海底管道的涡激振动; 4)对于振荡圆柱, 附加质量系数只有在一定的频率范围内才是定值, 且在低频率区域其绝对值随间隙比减小而增大; 5)圆柱在进行强迫振荡时, 其平均阻力系数、振荡阻力系数和振荡升力系数均随无因次振幅的增加而增大.
[1] Sarpkaya T 2004 J. Fluid Struct. 19 389
[2] Naudascher E 1987 J. Fluid Struct. 1 265
[3] Chen Z H, Fan B C, Zhou B M, Li H Z 2007 Chin. Phys. Soc. 16 1077
[4] Xia Y, Lu D T, Liu Y, Xu Y S 2009 Chin. Phys. Lett. 26 034702
[5] Xu W H, Du J, Yu J X, Li J C 2011 Chin. Phys. Lett. 28 124704
[6] Zdravkovich M M 1985 Appl. Ocean Res. 7 197
[7] Hiwada M, Mabuchi I, Kumada M, Iwakoshi H 1986 Trans. Jpn. Soc. Mech. Eng. B 52 25
[8] Buresti G, Lanciotti A 1992 J. Wind Eng. Ind. Aerodyn. 41 639
[9] Lei C, Cheng L, Kavanagh K 1999 J. Wind Eng. Ind. Aerodyn. 80 263
[10] Nishino T, Roberts G T, Zhang X 2007 Phys. Fluids 19 025103
[11] Bearman P W, Zdravkovich M M 1978 J. Fluid Mech. 89 33
[12] Grass A J, Raven P W J, Stuart R J, Bray J A 1984 J. Energ Resour-ASME 106 70
[13] Bishop R E D, Hassan A Y 1964 Proc. Roy. Soc. Lond. A 277 51
[14] Williamson C H K, Roshko A 1988 J. Fluid Struct. 2 355
[15] Sarpkaya T 1978 ASCE J. Waterway Port Coast. Ocean Div. 104 275
[16] Gopalkrishnan R 1993 Ph. D. Dissertation (Cambridge, MA, USA: MIT)
[17] Sumer B M, Fredsoe J, Jensen B L, Christiansen N 1994 J. Waterway. Port. C. -ASCE 120 233
[18] Huang Z Y, Larsen C M 2010 29th International Conference on Ocean, Offshore and Arctic Engineering Shanghai, China, 2010 20006
[19] Roshko A, Steinolfson A, Chattoorgoon V 1975 Proceedings of the 2nd U.S. National Conference on Wind Engineering Research Fort Collins, USA, 1975 IV 15
[20] Yamamoto T, Nath J H, Slotta L S 1974 ASCE J. Waterway Port. Coast. Ocean Engng. Div. 100 345
-
[1] Sarpkaya T 2004 J. Fluid Struct. 19 389
[2] Naudascher E 1987 J. Fluid Struct. 1 265
[3] Chen Z H, Fan B C, Zhou B M, Li H Z 2007 Chin. Phys. Soc. 16 1077
[4] Xia Y, Lu D T, Liu Y, Xu Y S 2009 Chin. Phys. Lett. 26 034702
[5] Xu W H, Du J, Yu J X, Li J C 2011 Chin. Phys. Lett. 28 124704
[6] Zdravkovich M M 1985 Appl. Ocean Res. 7 197
[7] Hiwada M, Mabuchi I, Kumada M, Iwakoshi H 1986 Trans. Jpn. Soc. Mech. Eng. B 52 25
[8] Buresti G, Lanciotti A 1992 J. Wind Eng. Ind. Aerodyn. 41 639
[9] Lei C, Cheng L, Kavanagh K 1999 J. Wind Eng. Ind. Aerodyn. 80 263
[10] Nishino T, Roberts G T, Zhang X 2007 Phys. Fluids 19 025103
[11] Bearman P W, Zdravkovich M M 1978 J. Fluid Mech. 89 33
[12] Grass A J, Raven P W J, Stuart R J, Bray J A 1984 J. Energ Resour-ASME 106 70
[13] Bishop R E D, Hassan A Y 1964 Proc. Roy. Soc. Lond. A 277 51
[14] Williamson C H K, Roshko A 1988 J. Fluid Struct. 2 355
[15] Sarpkaya T 1978 ASCE J. Waterway Port Coast. Ocean Div. 104 275
[16] Gopalkrishnan R 1993 Ph. D. Dissertation (Cambridge, MA, USA: MIT)
[17] Sumer B M, Fredsoe J, Jensen B L, Christiansen N 1994 J. Waterway. Port. C. -ASCE 120 233
[18] Huang Z Y, Larsen C M 2010 29th International Conference on Ocean, Offshore and Arctic Engineering Shanghai, China, 2010 20006
[19] Roshko A, Steinolfson A, Chattoorgoon V 1975 Proceedings of the 2nd U.S. National Conference on Wind Engineering Research Fort Collins, USA, 1975 IV 15
[20] Yamamoto T, Nath J H, Slotta L S 1974 ASCE J. Waterway Port. Coast. Ocean Engng. Div. 100 345
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