圆柱群流致振动响应和尾流特性耦合机制#br#

李响赫, 张志猛, 及春宁, 赵航浩, 张妍

振动与冲击 ›› 2025, Vol. 44 ›› Issue (5) : 50-59.

PDF(4125 KB)
PDF(4125 KB)
振动与冲击 ›› 2025, Vol. 44 ›› Issue (5) : 50-59.
振动与机械科学

圆柱群流致振动响应和尾流特性耦合机制#br#

  • 李响赫,张志猛*,及春宁,赵航浩,张妍
作者信息 +

Coupling mechanism of wake characteristics and flow-induced vibration response of cylinder arrays

  • LI Xianghe, ZHANG Zhimeng*, JI Chunning, ZHAO Hanghao, ZHANG Yan
Author information +
文章历史 +

摘要

采用基于嵌入式迭代的浸入边界法对均匀流场中圆柱群的横向流致振动进行了二维直接数值模拟。圆柱群中相邻柱体正交排列,间距比为L/D = 3.2, 8,折合流速为Ur = 2-11,Re = 100,圆柱质量比m* = 2。研究发现:不同间距比下,圆柱群前排和后排的圆柱分别呈现出涡激振动和尾流驰振的响应特征。后排圆柱的振幅普遍大于前排圆柱,小间距比圆柱群的最大振幅高于大间距比的情况。不同间距比下,前排相邻圆柱(横流向)的脱涡模式为稳定的同相同步和反相同步模式,或者两种同步模式的切换。顺流向上,小间距比前排相邻圆柱分别呈现延展体和重附着模式,而大间距比下均为共同脱涡模式。各圆柱的主频f*、振幅与升力-位移相位差之间存在紧密的联系。随Ur的增大,圆柱升力-位移相位差会从0°跳转到180°,分别对应流体对圆柱振动的激励和抑制作用,其中后排圆柱完成相位转换需要过渡的折合流速区间更大。相邻并列圆柱之间存在微小的振动频率差,其位移之间的相位差不稳定。随Ur的增大,大间距比圆柱群相位差稳定的范围总体向上游缩窄,而小间距比时则向下游扩张。 

Abstract

Two-dimensional numerical simulations of transverse flow-induced vibrations of cylinder arrays in uniform flow field are carried out using the iterative immersed boundary method. The cylinders are arranged orthogonally with the spacing ratios of L/D = 3.2, 8, the reduced velocity Ur = 2-11, Re = 100, and the mass ratio of the cylinders m* = 2. It is found that the cylinders in the front row and the rear row of the arrays exhibit the response characteristics of vortex-induced vibration and wake-induced galloping, respectively, for different spacing ratios. The amplitudes of the rear row of cylinders are generally larger than that of the front row of cylinders, and the maximum amplitudes of the cylinder arrays with small spacing ratios are higher than that of the case with large spacing ratios. For different spacing ratios, the vortex-shedding patterns of the neighboring cylinders in the front row (in the cross-flow direction) are stable in-phase-synchronized pattern and anti-phase-synchronized pattern, or the switching of the two patterns. In the in-line direction, the front-row neighboring cylinders at small spacing ratios show extended-body and reattachment modes, respectively, whereas they were all in co-shedding mode at large spacing ratios. There is a strong connection between the dominant frequency f*, amplitude and lift-displacement phase difference of each cylinder. With increasing Ur, the cylinder lift-displacement phase difference jumps from 0° to 180°, which corresponds to the excitation and suppression effects of the fluid on the cylinder vibration, respectively, where the rear row of cylinders need to transition to a larger reduced velocity interval to complete the phase transition. There is a small vibration frequency difference between neighboring side-by-side cylinders, and the phase difference between their displacements is unstable. With the increase of Ur, the range of the stabilized phase difference in the group of cylinders with large spacing ratio generally narrows upstream, while it expands downstream with small spacing ratio.

关键词

圆柱群 / 流致振动 / 尾涡模式 / 相位差

Key words

cylinder array / flow-induced vibration / wake mode / phase difference

引用本文

导出引用
李响赫, 张志猛, 及春宁, 赵航浩, 张妍.
圆柱群流致振动响应和尾流特性耦合机制#br#
[J]. 振动与冲击, 2025, 44(5): 50-59
LI Xianghe, ZHANG Zhimeng, JI Chunning, ZHAO Hanghao, ZHANG Yan. Coupling mechanism of wake characteristics and flow-induced vibration response of cylinder arrays[J]. Journal of Vibration and Shock, 2025, 44(5): 50-59

参考文献

[1] Tang D, Bao S Y, Lv B B, et al. Investigation of shedding patterns and its influences on lift performances of a cylinder bundle in cross flow[J]. Journal of Mechanical Science and Technology, 2019, 33 (6): 2651-2663.
[2] Troidl H, Strohmeier K. Flow-induced vibrations of tube arrays in cross-flow[J]. Chemical Engineering & Technology, 1987, 10 (1): 312-322.
[3] Khalifa A, Weaver D, Ziada S. A single flexible tube in a rigid array as a model for fluidelastic instability in tube bundles[J]. Journal of Fluids and Structures, 2012, 34: 14-32.
[4] 晋文娟,谭  蔚,吴  皓. 小节径比管阵流体弹性不稳定性的实验研究[J]. 化学工程,2015, 43 (12): 28-33.
JIN Wen-juan, TAN Wei, WU Hao. Experimental study on fluid-elastic instability of a small pitch to diameter ratio tube array[J]. Chemical Engineering(China), 2015, 43 (12): 28-33.
[5] Lam K, Gong W Q, So R M C. Numerical simulation of cross-flow around four cylinders in an in-line square configuration[J]. Journal of Fluids and Structures, 2008, 24 (1): 34-57.
[6] Wang X K, Gong K, Liu H, et al. Flow around four cylinders arranged in a square configuration[J]. Journal of Fluids and Structures, 2013, 43: 179-199.
[7] Zhao M, Kaja K, Xiang Y, et al. Vortex-induced vibration of four cylinders in an in-line square configuration[J]. Physics of Fluids, 2016, 28 (2).
[8] Ma L L, Gao Y Y, Guo Z, et al. Experimental investigation on flow past nine cylinders in a square configuration[J]. Fluid Dynamics Research, 2018, 50 (2).
[9] Ziada S, Oengören A. Vortex Shedding in an In-line Tube Bundle with Large Tube Spacings[J]. Journal of Fluids and Structures, 1993, 7 (6): 661-687.
[10] Da Silva B L, Luciano R D, Utzig J, et al. Flow patterns and turbulence effects in large cylinder arrays[J]. International Journal of Heat and Fluid Flow, 2018, 69: 136-149.
[11] Gao Y Y, Yang K, Zhang B F, et al. Numerical investigation on vortex-induced vibrations of four circular cylinders in a square configuration[J]. Ocean Engineering, 2019, 175: 223-240.
[12] Han Z L, Zhou D, He T, et al. Flow-induced vibrations of four circular cylinders with square arrangement at low Reynolds numbers[J]. Ocean Engineering, 2015, 96: 21-33.
[13] 及春宁,陈威霖,徐万海. 正方形顺排排列四圆柱流致振动响应研究[J]. 振动与冲击,2016, 35 (11): 54-60.
JI Chun-ning, CHEN Wei-lin, XU Wan-hai, Flow-induced vibrations of four square-arranged circular cylinders[J]. Journal of Vibration and Shock, 2016, 35 (11): 54-60.
[14] Ziada S, Oengören A. Vorticity shedding and acoustic resonance in an in-line tube bundle part I: Vorticity shedding[J]. Journal of Fluids and Structures, 1992, - 6 (- 3): - 292.
[15] Tang D, Bao S Y, Luo L J, et al. A CFD/CSD coupled method with high order and its applications in flow induced vibrations of tube arrays in cross flow[J]. Annals of Nuclear Energy, 2019, 130: 347-356.
[16] Ji C N, Munjiza A, Williams J J R. A novel iterative direct-forcing immersed boundary method and its finite volume applications[J]. Journal of Computational Physics, 2012, 231 (4): 1797-1821.
[17] 胡德芳,俞华锋,陈  勇,等. 复式断面明渠湍流的统计特征和拟序结构[J]. 水道港口,2022, 43 (01): 43-49.
HU De-fang, YU Hua-feng, CHEN Yong, et al. Turbulence statistics and coherent structures of compound open channel flows[J]. Journal of Waterway and Harbor, 2022, 43 (01): 43-49.
[18] 毛志文,及春宁,许  栋,等. 不同粒径比的双组份粗颗粒垂直管道提升堵塞过程和机理[J]. 水动力学研究与进展A辑,2023, 38 (01): 34-44.
MAO Zhi-wen, JI Chun-ning, XU Dong, et al. Blocking Process and Mechanism of Vertical Pipe Lifting of Two-Component Coarse Particles with Different Particle Size Ratios Based on Immersed Boundary Method[J]. Chinese Journal of Hydrodynamics, 2023, 38 (01): 34-44.
[19] 及春宁,孔令臣,徐晓黎,等. 附加旋转圆柱涡激振动发电装置能量获取性能研究[J]. 港工技术,2022, 59 (06): 38-44+71.
JI Chun-ning, KONG Ling-chen, XU Xiao-li, et al. Study on Energy Harvest Performance of Vortex-Induced Vibration Power Generator with Additional Spinning Cylinders[J]. Port Engeering Technology, 2022, 59 (06): 38-44+71.
[20] Chen W L, Ji C N, Xu W H, et al. Response and wake patterns of two side-by-side elastically supported circular cylinders in uniform laminar cross-flow[J]. Journal of Fluids and Structures, 2015, 55: 218-236.
[21] Rémi B, David L J. Flow-induced vibrations of a rotating cylinder[J]. Journal of Fluid Mechanics, 2014.
[22] Williamson C H K, Govardhan R. Vortex-induced vibrations[J]. Annual Review of Fluid Mechanics, 2004, 36: 413-455.
[23] Bokaian A, Geoola F. Wake-induced galloping of two interfering circular cylinders.[J]. Journal of Fluid Mechanics, 1984, 146: 383–415.
[24] Assi G R S, Bearman P W, Carmo B S, et al. The role of wake stiffness on the wake-induced vibration of the downstream cylinder of a tandem pair[J]. Journal of Fluid Mechanics, 2013.
[25] Bishop R E D, Hassan A Y. The lift and drag forced on a cylinder oscillating in flowing fluid[J]. Proceedings of the Royal Society A, 1964, 277 (1368): 51-75.
[26] Feng C C. The measurement of vortex-induced effects on flow past stationary and oscillating circular D-section cylinders[D]. Vancouver, Canada: University of British Columbia, 1968.
[27] Williamson C H K, Roshko A. Vortex formation in the wake of an oscillating cylinder[J]. Journal of Fluids and Structures, 1988, 2 (4): 355-381.
[28] Zdravkovich M M. The effects of interference between circular cylinders in cross flow[J]. Journal of Fluids Structures, 1987.
[29] Sumner D. Two circular cylinders in cross-flow: A review[J]. Journal of Fluids Structures, 2010, 26 (6): 849-899.
[30] Chen W L, Ji C N, Xu D, et al. Flow-induced vibrations of two side-by-side circular cylinders at low Reynolds numbers[J]. Physics of Fluids, 2020, 32 (2).

PDF(4125 KB)

Accesses

Citation

Detail

段落导航
相关文章

/