Experimental study on the aerodynamic characteristics of a rectangular cylinder with the width/height ratio of 10

YANG Jing1,XU Fuyou1,ZENG Donglei2

Journal of Vibration and Shock ›› 2020, Vol. 39 ›› Issue (14) : 109-115.

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PDF(2103 KB)
Journal of Vibration and Shock ›› 2020, Vol. 39 ›› Issue (14) : 109-115.

Experimental study on the aerodynamic characteristics of a rectangular cylinder with the width/height ratio of 10

  • YANG Jing1,XU Fuyou1,ZENG Donglei2
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Abstract

For a rectangular cylinder with the width/height ratio of 10, a series of wind tunnel tests with synchronous surface pressure measurement were carried out to investigate the mean, standard deviation, skewness, kurtosis, and correlation coefficient of pressure coefficients under different wind speeds, different initial angles of attack, and different torsional amplitudes.The nonlinear and non-Gaussian distribution characteristics of self-excited forces under large torsional vibration were analyzed.The results indicate that, the mean and standard deviation of pressure coefficients are mainly determined by the initial angle of attack and vibration amplitude, and the influence of wind speed can be neglected.With the increase of vibration amplitude, the separation of airflow is enhanced and the positions of airflow reattachment move to downstream.The pressure correlations enhance with the increasing of torsional amplitude and wind speed.The higher-order harmonic components of the self-excited torsional moment are mainly caused by airflow separation and reattachment.The ratios of higher-order harmonic components increase with the increasing of torsional amplitude.

Key words

rectangular cylinder / forced vibration / wind tunnel test / statistical property / correlation / high-order harmonic

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YANG Jing1,XU Fuyou1,ZENG Donglei2. Experimental study on the aerodynamic characteristics of a rectangular cylinder with the width/height ratio of 10[J]. Journal of Vibration and Shock, 2020, 39(14): 109-115

References

[1] Francesco Ricciardelli, Antonino M. Marra, 2008. Sectional aerodynamic forces and their longitudinal correlation on a vibrating 5:1 rectangular cylinder [J]. J. Bluff Bodies Aerodynamics & Applications. 20-24.
[2] Noda, M., Utsunomiya, H., Nagao, F., et al. Effects of oscillation amplitude on aerodynamic derivatives [J]. Journal of Wind Engineering and Industrial Aerodynamics, 91 (2003), 101–121.
[3] 刘志文,陈政清. H/B=1/5矩形断面气动性能研究 [C].全国结构风工程学术会议.2007.
LIU Zhiwen, CHEN Zhengqing. Investigation of aerodynamic performance of the rectangular cylinder with aspect ratio 5 [C].  The National Vonference on Structural Wind Engineering, 2007.
 [4] 刘小兵,陈政清,刘志文,杨群. 均匀风场中串列双矩形断面气动力干扰的数值研究 [J]. 振动与冲击,2008, 27(12):83-87.
    LIU Xiaobing, CHEN Zhengqing, LIU Zhiwen, YANG Qun. Numerical study on interference of aerodynamic forces on two rectangular sections with tandem arrangement in uniform wind field[J]. Journal of Vibration and Shock, 2008, 27(12):83-87.
[5] Bruno, L., Fransos, D., Coste, N., et al.  3D flow around a rectangular cylinder: A computational study [J]. Journal of Wind Engineering and Industrial Aerodynamics, 98 (2010),263–276.
[6] Matsumoto, M., Shiraishi, N., Shirato H.,  et al.  Aerodynamic derivatives of coupled/hybrid flutter of fundamental structural sections [J]. Journal of Wind Engineering and Industrial Aerodynamics,49 (1993), 575–584.
[7] 朱乐东,高广中. 典型桥梁断面软颤振现象及影响因素[J]. 同济大学学报,2015, 43(9):1289-1294.
ZHU Ledong, GAO Guangzhong. Influence factors of soft flutter phenomenon for typical bridge deck sections [J]. Journal of Tongji University(Natutal Science), 2015, 43(9):1289-1294.
[8] 朱乐东,高广中. 双边肋桥梁断面软颤振非线性自激力模型 [J]. 振动与冲击,2016, 35(21):29-35.
ZHU Ledong, GAO Guangzhong. A nonlinear self-excited force model for soft flutter phenomenon of a twin-side-girder bridge section[J]. Journal of Vibration and Shock, 2016, 35(21):29-35.
[9] 王骑,廖海黎,李明水,马存明. 桥梁断面非线性自激气动力经验模型[J]. 西南交通大学学报,2013, 48(2): 271-277.
WANG Qi, LIAO Haili, LI Mingshui, MA Cunming. Empirical mathematical model for nonlinear motion-induced aerodynamic force of bridge girder [J]. Journal of Southwest Jiaotong University, 2013, 48(2): 271-277.
[10] Bartosz Siedziako, Ole Øiseth, Anders Rønnquist. An enhanced forced vibration rig for wind tunnel testing of bridge deck section models in arbitrary motion [J]. Journal of Wind Engineering and Industrial Aerodynamics. 164 (2017), 152–163.
[11] 朱乐东,庄万律,高广中. 矩形断面非线性驰振自激力测量及间接验证中若干重要问题的讨论[J]. 实验流体力学,2017, 31(3):16-31.
ZHU Ledong , ZHUANG Wanlv, GAO Guangzhong. Discussion on several important issues in measurement and indirect verification of nonlinear galloping self-excited forceson rectangular cylinders [J]. Journal of Experiments in Fluid Mechanics, 2017, 31(3):16-31.
[12] Kubo Y, Miyazaki M. Effects of end plates and blockages of structural members on drag forces [J]. Journal of Wind Engineering and Industrial Aerodynamic, 1989, 32(3):329.
[13] 黄鹏,彭新来,顾明. 檐口形状及附属构造对低矮建筑双坡屋面风压特性的影响[J]. 振动与冲击,2012, 31(5):144-147.
    HUANG Peng, PENG Xinlai, GU Ming. Effects of eave shapes on wind pressure of gable-roof low-rise buildings [J]. Journal of Vibration and Shock, 2012, 31(5):144-147.
[14] 陈政清,于向东. 大跨桥梁颤振自激力的强迫振动法研究[J]. 土木工程学报,2002, 35(5): 34-41.
CHEN Zhengqing, YU Xiangdong. A new methods for measuring flutter self-excited forces of long-span bridges [J]. China Civil Engineering Journal, 2002, 35(5): 34-41.
[15] 唐煜. 流线型箱梁断面非线性自激力与非线性颤振响应研究[D];西南交通大学,2015.
TANG Yu. Nonlinear self-excited forces of streamlined box deck and nonlinear flutter response [D]. Southwest Jiaotong University, 2015.
[16] 林思源,廖海黎,王骑,熊龙. 振幅对5:1矩形断面非线性自激气动力的影响研究[J]. 西南交通大学学报,2018, 40(6): 40-48.
LIN Siyuan, LIAO Haili, WANG Qi, XIONG Long. Effects of oscillation amplitude on nonlinear motion-induced forced for 5:1 rectangular cylinder [J]. Southwest Jiaotong University Journal, 2018, 40(6): 40-48.
[17] Fuyou Xu, Teng Wu, Xuyong Ying, et al. Higher-Order Self-Excited Drag Forces on Bridge Decks [J]. Journal of Engineering Mechanics, 2016,1943-7889.0001036.
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