串列多圆柱气动力干扰效应的试验研究

刘小兵1,2,3,吴倩云3,姜会民3,赵会涛3,杨群1,2,3

振动与冲击 ›› 2021, Vol. 40 ›› Issue (7) : 37-44.

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振动与冲击 ›› 2021, Vol. 40 ›› Issue (7) : 37-44.
论文

 串列多圆柱气动力干扰效应的试验研究

  • 刘小兵1,2,3,吴倩云3,姜会民3,赵会涛3,杨群1,2,3
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Tests for aerodynamic force interference effect of tandem cylinders

  • LIU Xiaobing1,2,3, WU Qianyun3, JIANG Huimin3, ZHAO Huitao3, YANG Qun1,2,3
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文章历史 +

摘要

通过刚性模型测压风洞试验,在均匀流场中对比研究了不同数量和不同间距串列多圆柱气动力的干扰效应。串列多圆柱两相邻圆柱的中心距L与圆柱的直径D之比L/D的变化范围为1.2~12.0。圆柱数量的变化范围为1~4。试验的雷诺数为3.4×104。试验结果发现:串列多圆柱发生流态切换的临界间距比(L/D)cr为3.5~4.0,在临界间距附近,前两个圆柱的时均阻力系数和脉动升力系数突升,其余圆柱则突降,所有圆柱的斯托罗哈数均突升;气动干扰对串列多圆柱时均阻力系数和斯托罗哈数的影响主要表现为减小效应;后方干扰圆柱数量的增加对上游第一个圆柱气动力的影响基本可以忽略;前方干扰圆柱数量的增加对下游最后一个圆柱的气动力影响显著。

Abstract

Through wind tunnel tests of rigid model pressure measurement, aerodynamic force interference effects of tandem cylinders with different numbers and spacings in uniform flow field were studied. It was shown that the ratio  L/D of the center distance between adjacent cylinders L to cylinder diameter D changes from 1.2-12.0; the number of cylinders varies from 1-4; Reynolds number is 3.4 × 104. Test results showed that the critical spacing ratio (L/D)cr for flow state switching of tandem cylinders is 3.5-4; near the critical spacing, time average drag coefficient and fluctuating lift coefficient of the first two cylinders increase sharply, while the others drop sharply, and Strouhal number of each cylinder rises abruptly; the effect of aerodynamic force interference on time average drag coefficient and Strouhal number of tandem cylinders mainly reveals a reduction effect; effects of increase in the number of rear interference cylinders on the aerodynamic force of the first upstream cylinder can be ignored, while increase in the number of front interference cylinders has a significant impact on aerodynamic force of the last downstream cylinder.

关键词

串列多圆柱 / 气动力系数 / 斯托罗哈数 / 干扰效应 / 风洞试验

Key words

tandem cylinders / aerodynamic force coefficient / Strouhal number / interference effect / wind tunnel test

引用本文

导出引用
刘小兵1,2,3,吴倩云3,姜会民3,赵会涛3,杨群1,2,3.  串列多圆柱气动力干扰效应的试验研究[J]. 振动与冲击, 2021, 40(7): 37-44
LIU Xiaobing1,2,3, WU Qianyun3, JIANG Huimin3, ZHAO Huitao3, YANG Qun1,2,3. Tests for aerodynamic force interference effect of tandem cylinders[J]. Journal of Vibration and Shock, 2021, 40(7): 37-44

参考文献

[1]SUMNER D. Two circular cylinders in cross-flow: a review [J]. Journal of Fluids and Structures, 2010, 26(6): 849-899.
[2]徐有恒, 程兆,张厚勇,等. 三圆柱绕流的时均压力分布和气动力[J]. 气动实验与测量控制,1993,7(2):18-26.
XU Youheng, CHENG Zhao, ZHANG Houyong, et al. The time-mean pressure distribution and aerodynamics forces of three equispaced circular cylinders[J]. Aerodynamic Experiment and Measurement & Control, 1993, 7(2): 18-26.
[3]徐有恒, 程兆. 绕流等边三角形排列的三圆柱[J]. 力学季刊, 1991, 12(4): 20-27.
XU Youheng, CHENG Zhao. The fluid flow around three equidistant circular cylinders[J].
Chinese Quarterly of Mechanics, 1991, 12(4): 20-27.
[4]顾志福, 孙天凤. 三圆柱绕流的实验研究[J]. 空气动力学学报,2000, 18(4): 441-447.
GU Zhifu, SUN Tianfeng. Experimental research on flow around three circular cylinders[J]. Acta Aerodynamica Sinica, 2000, 18(4): 441-447.
[5]GU Z F, SUN T F. Classifications of flow pattern on three circular cylinders in equilateral-triangular arrangements[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2001, 89(6): 553-568.
[6]张爱社, 张陵. 等边布置三圆柱绕流的数值分析[J].应用力学学报, 2003, 20(1):31-36.
ZHANG Aishe, ZHANG Ling. Numerical simulation of three equispaced circular cylinders[J]. Chinese Journal of Applied Mechanics, 2003, 20(1): 31-36.
[7]LAM K, LI J Y, SO R M C. Force coefficients and Strouhal numbers of four cylinders in cross flow[J]. Journal of Fluids and Structures,2003,18(3/4):305-324.
[8]POURYOUSSEFI G, MIRZAEI M, ARDEKANI M A. Experimental investigation of force coefficients for groups of three and four circular cylinders subjected to a cross-flow[J]. Fluids & Aerodynamics,2009, 5(1):87-95.
[9]LIU X Z,  LEVITAN M, NIKITOPOULOS D. Wind tunnel tests for mean drag and lift coefficients on multiple circular cylinders arranged in-line[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2008, 96(6/7): 831-839. 
[10]喻鹏,祝志文. 串列双圆柱桥墩局部冲刷精细化模拟[J].中国公路学报,2019, 32(1): 107-116.
YU Peng, ZHU Zhiwen. Refined simulation for local scour around cylinder piers in tandem[J]. China Journal of Highway and Transport,2019, 32(1): 107-116.
[11]郭明旻. 双圆柱表面压力分布的同步测量及脉动气动力特性[D].上海:复旦大学,2004.
[12]ALAM M M, MORIYA M, TAKAI K, et al.  Fluctuating fluid forces acting on two circular cylinders in a tandem arrangement at a subcritical Reynolds number[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91(1/2): 139-154.
[13]ARIE M, KIYA M, MORIYA M, et al.  Pressure fluctuations on the surface of two circular cylinders in tandem arrangement[J]. Journal of Fluids Engineering, 1983,105(2):161-166.
[14]祝志文,邓燕华,陈魏. 圆柱高Re数绕流特性的大涡模拟[J].振动工程学报,2014, 27(1):51-59.
ZHU Zhiwen, DENG Yanhua, CHEN Wei. Large eddy simulation of flow around circular cylinder under high
Reynolds number[J]. Journal of Vibration and Engineering, 2014, 27(1):51-59.
[15]刘庆宽, 张峰,马文勇,等. 斜拉索雷诺数效应与风致振动的试验研究[J]. 振动与冲击, 2011, 30(12): 114-119.
LIU Qingkuan, ZHANG Feng, MA Wenyong, et al. Tests for Reynolds number effect and wind-induced vibration of stay cables[J]. Journal of Vibration and Shock, 2011, 30(12): 114-119.

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