|Table of Contents|

Vortex-induced vibration characteristics of H-shaped cross-section with small aspect ratio under large attack angles(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2025年4期
Page:
118-128
Research Field:
桥梁与隧道工程
Publishing date:

Info

Title:
Vortex-induced vibration characteristics of H-shaped cross-section with small aspect ratio under large attack angles
Author(s):
GAO Guang-zhong1 XU Zhao-sheng1 XUE Xiao-feng1 MA Teng-fei2YAN Qing-chen3 LI Jia-wu1
(1. School of Highway, Chang'an University, Xi'an 710064, Shaanxi, China; 2. China Design Group Co., Ltd., Nanjing 210014, Jiangsu, China; 3. JSTI Group Co., Ltd., Nanjing 210000, Jiangsu, China)
Keywords:
bridge engineering vortex-induced vibration synchronous vibration-pressure test H-shaped cross-section Scruton number turbulence wind field aerodynamic lift force
PACS:
U443.35
DOI:
10.19721/j.cnki.1671-8879.2025.04.010
Abstract:
To investigate the influences of mass-damping parameter(Scruton number)and incoming turbulence on vortex-induced vibration(VIV)characteristics of an H-shaped cross-section with small aspect ratio under large attack angles, the rigid hanger of the Zengjiayan Jialing River Bridge was taken as the engineering background, an elastically suspended segmental model of an H-shaped cross-section with an aspect ratio of 1.9 was designed, and synchronous vibration-pressure tests were conducted. The vibration tests were performed to examine the effects of Scruton number and incoming turbulence on VIV characteristics of the H-shaped cross-section under large attack angles. Combining with the wind pressure coefficient distribution of the H-shaped cross-section obtained from the pressure test, the influencing mechanism of incoming turbulence on the VIV characteristics was explained from the microscopic aerodynamic perspective. The research results indicate that the H-shaped cross-section with an aspect ratio of 1.9 exhibits crosswind VIV under a 30° attack angle. Increasing the Scruton number can effectively reduce the stable VIV amplitude of the H-shaped cross-section under large attack angles, with an approximately exponential decay trend, and the VIV lock-in range is narrowed. However, the vibration can not be fully suppressed only by increasing the Scruton number. The incoming turbulence significantly amplifies the crosswind VIV response. The fluctuating components in the turbulence wind field induce regular and intense vortex shedding around the model under static flow, generating a fluctuating aerodynamic lift force with a single dominant frequency close to the model's natural frequency, thereby triggering the VIV. It can be seen that the adverse effect of incoming turbulence must be considered in the VIV response of H-shaped cross-section with small aspect ratio under large attack angles.2 tabs, 16 figs, 30 refs.

References:

[1] 白 桦,李 锐,郭聪敏,等.H型吊杆气动性能优化研究[J].振动与冲击,2020,39(17):186-193.
BAI Hua, LI Rui, GUO Cong-min, et al. Optimization of aerodynamic performance of H-section hangers[J]. Journal of Vibration and Shock, 2020, 39(17): 186-193.
[2]孙雨洋.大跨度钢拱桥H型刚性吊杆风致扭转振动疲劳性能分析[D].郑州:华北水利水电大学,2024.
SUN Yu-yang. Analysis of wind-induced torsional vibration fatigue performance of H-shaped rigid hangers in long-span steel arch bridges[D]. Zhengzhou: North China University of Water Resources and Electric Power, 2024.
[3]朱 超.大跨度拱桥H型吊杆驰振性能研究[D].成都:西南交通大学,2008.
ZHU Chao. Study on galloping of H section booms of long-span arch bridges[D]. Chengdu: Southwest Jiaotong University, 2008.
[4]ULSTRUP C C. Aerodynamic lessons learned from individual bridge members[J]. Annals of the New York Academy of Sciences, 1980, 352(1): 265-281.
[5]余 岭.九江长江大桥三大拱吊杆风致振动试验研究[J].长江科学院院报,1995,12(3):53-60.
YU Ling. Experimental study of wind-induced vibration of booms of three large arches on Jiujiang's Yangtze River Bridge[J]. Journal of Yangtze River Scientific Research Institute, 1995, 12(3): 53-60.
[6]余 岭,顾金钧,汪正兴,等.大型桥梁吊杆涡振试验研究[J].机械强度,1996,18(4):16-20.
YU Ling, GU Jin-jun, WANG Zheng-xing, et al. Experimental study of vortex-induced oscillation for the booms on large bridge[J]. Journal of Mechanical Strength, 1996, 18(4): 16-20.
[7]刘慕广.两类大长细比桥梁构件的风振特性研究[D].长沙:湖南大学,2009.
LIU Mu-guang. Study on wind-induced vibration characteristics of two classes of bridge components with large slenderness ratio[D]. Changsha: Hunan University, 2009.
[8]RUSCHEWEYH H. Practical experiences with wind-induced vibrations[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990, 33(1/2): 211-218.
[9]RUSCHEWEYH H, HORTMANNS M, SCHNAKENBERG C. Vortex-excited vibrations and galloping of slender elements[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1996, 65(1/2/3): 347-352.
[10]NAKAMURA Y. Bluff-body aerodynamics and turbulence[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1993, 49(1/2/3): 65-78.
[11]莫乃榕.H形截面柱体涡旋脱落特性的实验研究[C]//中国土木工程学会.第十一届全国结构风工程学术会议论文集.三亚:华中科技大学,2004:255-257.
MO Nai-rong. Experimental investigation on vortex shedding characteristics of H-section columns[C]// China Civil Engineering Society. Proceedings of the 11th National Conference on Structural Wind Engineering. Sanya: Huazhong University of Science and Technology, 2004: 255-257.
[12]MAHER F J, WITTIG L E. Aerodynamic response of long H-sections[J]. Journal of the Structural Division, 1980, 106(1): 183-198.
[13]陈政清,刘慕广,刘光栋,等.H型吊杆的大攻角风致振动和抗风设计[J].土木工程学报,2010,43(2):1-11.
CHEN Zheng-qing, LIU Mu-guang, LIU Guang-dong,et al. Wind-induced vibration and wind-resistant design of H-shaped hangers under large attack angles[J]. China Civil Engineering Journal, 2010,43(2): 1-11.
[14]刘慕广,陈政清.不同截面参数H型吊杆的气动性能[J].工程力学,2013,30(5):221-226.
LIU Mu-guang, CHEN Zheng-qing. Aerodynamic performance of H-section hangers with different sectional parameters[J]. Engineering Mechanics, 2013, 30(5): 221-226.
[15]陈政清,刘慕广.腹板开孔的H型吊杆横风向驰振特性试验研究[J].湖南大学学报(自然科学版),2008,35(6):1-5.
CHEN Zheng-qing, LIU Mu-guang. Experimental study of across-wind galloping of H-shaped hangers with web hole[J]. Journal of Hunan University(Natural Sciences), 2008, 35(6): 1-5.
[16]刘慕广,陈政清.不同腹板开孔率下H型吊杆的气动稳定性研究[J].振动与冲击,2008,27(3):30-34,177.
LIU Mu-guang, CHEN Zheng-qing. Experimental study on aerodynamic stability of H-shaped hangers with different sizes of web holes[J]. Journal of Vibration and Shock, 2008, 27(3): 30-34, 177.
[17]杨 剑.大跨度拱桥H型吊杆驰振及涡振特性研究[D].成都:西南交通大学,2010.
YANG Jian. Study on galloping and vortex-induced vibration of H section hanger of a long-span arch bridge[D]. Chengdu: Southwest Jiaotong University, 2010.
[18]马存明,廖海黎,郑史雄,等.H型截面吊杆气动性能的风洞试验[J].中国铁道科学,2005,26(4):42-46.
MA Cun-ming, LIAO Hai-li, ZHENG Shi-xiong, et al. Wind tunnel experiment on the aerodynamic performances of H-shaped booms[J]. China Railway Science, 2005, 26(4): 42-46.
[19]韦立博.来流大攻角下中等宽高比H型吊杆风振特性及影响因素研究[D].西安:长安大学,2023.
WEI Li-bo. Research on wind-induced vibration characteristics and influencing factors of H-shaped hangers with moderate side ratio under large wind angles of attack[D]. Xi'an: Chang'an University, 2023.
[20]严庆辰.考虑来流特性的小宽高比H型吊杆风振特性研究[D].西安:长安大学,2023.
YAN Qing-chen. Study on wind-induced vibration characteristics of H-shaped suspender with small aspect ratio considering incoming flow characteristics[D]. Xi'an: Chang'an University, 2023.
[21]李永君,葛耀君,杜柏松.大跨度桥梁质量阻尼参数对涡激振动的影响[C]//中国土木工程学会.第十六届全国桥梁学术会议论文集(下册).北京:人民交通出版社,2004:129-136.
LI Yong-jun, GE Yao-jun, DU Bai-song. Influence of mass-damping parameters on vortex-induced vibrations for long-span bridges[C]//China Civil Engineering Society. Proceedings of the 16th National Bridge Conference(Volume Ⅱ). Beijing: China Communications Press, 2004: 129-136.
[22]周 帅,邹云峰,方 聪,等.桥梁涡振幅值响应质量阻尼敏感性影响研究[J].高速铁路技术,2021,12(3):60-65.
ZHOU Shuai, ZOU Yun-feng, FANG Cong, et al. On the sensitivity of mass damp on the amplitude response of vortex-induced vibration for bridges[J]. High Speed Railway Technology, 2021, 12(3): 60-65.
[23]KOBAYASHI H, M KAWATANI M, KIM H. Effects of turbulence characteristics on vortex-induced oscillation of rectangular cylinders[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 41(1/2/3): 775-784.
[24]KAWATANI M, KIM H, UEJIMA H, et al. Effects of turbulent flows on vortex-induced oscillation of bridge girders with basic sections[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1993, 49(1/2/3): 477-486.
[25]KAWATANI M, TODA N, SATO M, et al. Vortex-induced torsional oscillations of bridge girders with basic sections in turbulent flows[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1999, 83(1/2/3): 327-336.
[26]马腾飞.质量阻尼参数和紊流对H型吊杆驰振及涡振的影响[D].西安:长安大学,2019.
MA Teng-fei. Influence of mass and damping parameters and turbulence on galloping and vortex-induced vibration of H-shaped hanger[D]. Xi'an: Chang'an University, 2019.
[27]高广中,马腾飞,严庆辰,等.一种用于节段模型测试的线性电涡流阻尼器及振动装置:中国,CN202022468463.4[P].2021-06-01.
GAO Guang-zhong, MA Teng-fei, YAN Qing-chen, et al. A linear eddy current damper and vibration device for sectional model testing: China, CN202022468463.4[P]. 2021-06-01.
[28]曹体锁.气动外形对PK梁涡振性能的影响研究[D].西安:长安大学,2024.
CAO Ti-suo. Effect of aerodynamic shape on vortex-induced vibration performance of PK section beams[D]. Xi'an: Chang'an University, 2024.
[29]高广中,韦立博,马腾飞,等.Scruton数对小宽高比H型断面典型攻角风致振动的影响[J].振动工程学报,2023,36(2):311-318.
GAO Guang-zhong, WEI Li-bo, MA Teng-fei, et al. Influence of Scruton number on wind-induced vibration of H-section with a small side ratio under large wind angles of attack[J]. Journal of Vibration Engineering, 2023, 36(2): 311-318.
[30]周 帅,罗桂军,牛华伟,等.桥梁吊杆典型风致振动幅值响应质量阻尼效应研究[J].振动与冲击,2021,40(18):63-69,93.
ZHOU Shuai, LUO Gui-jun, NIU Hua-wei, et al. Mass-damping effects on amplitude response of typical wind-induced vibrations in bridge hangers[J]. Journal of Vibration and Shock, 2021, 40(18): 63-69, 93.

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Last Update: 2025-07-25