Wind tunnel test study on flow-induced vibration of parallel dual-rigid cylinder

被引:0
|
作者
Hu Z. [1 ,2 ]
Wang J. [2 ]
Sun Y. [2 ]
Zheng H. [2 ]
机构
[1] School of Building Engineering, Huanghuai University, Zhumadian
[2] School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2023年 / 42卷 / 09期
关键词
flow-induced vibration; parallel cylinders; vortex-induced vibration ( VIV); wake coupled vortex-induced vibration ( WCVIV); wind tunnel test;
D O I
10.13465/j.cnki.jvs.2023.09.022
中图分类号
学科分类号
摘要
Here,flow-induced vibration of parallel dual-rigid cylinder with elastic supports was studied with wind tunnel tests. In tests,Reynolds number range Re =3 200 - 36 200,cylinder spacing ratio S/D = 1.5 -4.0 where S is the distance between centers of two cylinders and D is the diameter of two cylinders. The results showed that with changes of S/D,vibration amplitudes of parallel dual-cylinder present two modes of vortex-induced vibration ( VIV) and wake coupled vortex-induced vibration ( WCVIV) ; WCVIV occurs when S/D 0, at this time, interaction between two cylinders is stronger, vibration amplitude responses of two cylinders are inconsistent, vibration displacements reveal in-phase or anti-phase coupled feature,vortex shedding frequencies at symmetrical points in cylinder' s wake field are also different, and wake is asymmetric; VIV occurs when S/D =3. 5 -4.0, at this time, two cylinders are independent of each other,their vibration amplitudes and vortex shedding frequencies are almost the same,wake asymmetry disappears, and phase difference between two cylinders' vibration displacements is no longer approximately equal to a constant value, but periodically "scratches" with time; whether WCVIV or VIV occurs, the main frequency of vibration frequencies is locked at 1 times cylinder' s natural frequency. © 2023 Chinese Vibration Engineering Society. All rights reserved.
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页码:197 / 204
页数:7
相关论文
共 31 条
  • [1] Bearman P.W., Vortex shedding from oscillating bluff bodies[J], Annual Review of Fluid Mechanics, 16, 1, pp. 195-222, (1984)
  • [2] Sarpkaya T., A critical review of the intrinsic nature of vortex-induced vibrations[J], Journal of Fluids and Structures, 19, pp. 389-447, (2004)
  • [3] Williamson C.H.K., Govardhan R., Vortex-induced vibrations[J], Annual Review of Fluid Mechanics, 36, pp. 413-455, (2004)
  • [4] Wang J.S., Fan D.X., Lin K., A review on flow-induced vibration of offshore circular cylinders[J], Journal of Hydrodynamics, 32, pp. 415-440, (2020)
  • [5] Ji Chun-ning, Chen Wei-lin, Xu Wan-hai, Flow-induced vibrations of four square-arrangement circular cylinder[J], Journal of vibration and shock, 35, 11, pp. 54-60, (2016)
  • [6] Hu Z.M., Wang J.S., Sun Y.K., Flow-induced vibration of one-fixed-one-free tandem arrangement cylinders with different mass-damping ratio using wind tunnel experiment[J], Journal of Fluids and Structures, 96, (2020)
  • [7] Hu Z.M., Wang J.S., Sun Y.K., Cross-flow vibrations of two identical elastically mounted cylinders in tandem arrangement using wind tunnel experiment[J], Ocean Engineering, 209, (2020)
  • [8] Kong Teng-teng, Wang Jia-song, Wu Wen-bo, Et al., Two-dimensional numerical simulation of VIV for an actual drilling riser system considering auxiliary lines[J], Journal of vibration and shock, 40, 2, pp. 15-22, (2021)
  • [9] Sumner D., Two circular cylinders in cross-flow: A review[J], Journal of Fluids and Structures, 26, pp. 849-899, (2010)
  • [10] Zhou Y., Alam M.M., Wake of two interacting circular cylinders: A review[J], International Journal of Heat and Fluid Flow, 62, pp. 510-537, (2016)