Vortex-Induced Vibration Performance and Control Measures of Wide Twin-Box Girder

MA Cunming; WANG Junxin; LUO Nan; LI Hongjiu; LIAO Haili

doi:10.3969/j.issn.0258-2724.20161029

Volume 54 Issue 4

Jul. 2019

Turn off MathJax

Article Contents

Abstract

References

Journal of Southwest Jiaotong University > 2019 > 54(4): 724-730.

MA Cunming, WANG Junxin, LUO Nan, LI Hongjiu, LIAO Haili. Vortex-Induced Vibration Performance and Control Measures of Wide Twin-Box Girder[J]. Journal of Southwest Jiaotong University, 2019, 54(4): 724-730. doi: 10.3969/j.issn.0258-2724.20161029

Citation:

MA Cunming, WANG Junxin, LUO Nan, LI Hongjiu, LIAO Haili. Vortex-Induced Vibration Performance and Control Measures of Wide Twin-Box Girder[J]. Journal of Southwest Jiaotong University, 2019, 54(4): 724-730. doi: 10.3969/j.issn.0258-2724.20161029

Citation:

PDF( 1197 KB)

Vortex-Induced Vibration Performance and Control Measures of Wide Twin-Box Girder

doi: 10.3969/j.issn.0258-2724.20161029

MA Cunming^{1,2
,},
WANG Junxin^1
,,
LUO Nan^{1,2
,
,},
LI Hongjiu¹,
LIAO Haili^1,2

Received Date: 29 Oct 2016
Rev Recd Date: 07 Sep 2018

Available Online: 15 Oct 2018

Publish Date: 01 Aug 2019

Abstract

Abstract

In order to study the vortex-induced vibration (VIV) characteristics and control methods of wide twin-box girder bridges, a long-span suspension bridge with twin-box girder and a total girder width of 64.1 m was modeled in a 1∶70 scale ratio and wind tunnel tests for this model were carried out under smooth flow. Firstly, the VIV characteristics of the girder under five attack angles (0°, ± 3°and ± 5°) were studied; secondly, the effects of single aerodynamic measures, including using a horizontal aerodynamic plate, closed central gap, grids and guide plates on overhaul vehicle rail and the effects of the measure combinations were also studied. Finally, the influence of the above aerodynamic measures on the flutter performance of the main girder is examined. The results show that the vertical DOF vortex-induced resonance occurs at all five wind attack angles. The most unfavorable attack angle is –3°, and the maximum vertical vibration amplitude is 0.69 m, which exceeds the limit of the allowable value in Wind-Resistent Design Specification for Highway Bridges by 70%. The combined use of grid and other aerodynamic measures can reduce the VIV amplitude of the main girder by 50.7%–98.6%. However, these control measures reduce the critical flutter wind speed by 6%–15%, which still meets the design requirements.
- aerodynamic measures,
- twin-box girder,
- vortex-induced vibration,
- wind tunnel test,
- suspension bridge

FullText(HTML)

References(18)

References

杨詠昕. 大跨度桥梁二维颤振机理及其应用研究[D]. 上海: 同济大学, 2002

曹丰产. 桥梁断面中间开槽对颤振稳定性的影响[J]. 同济大学学报,2002,30(5): 551-556. doi: 10.3321/j.issn:0253-374X.2002.05.005

CAO Fengchan. Influence of central slot on bridge box girder’s flutter instability[J]. Journal of Tongji University, 2002, 30(5): 551-556. doi: 10.3321/j.issn:0253-374X.2002.05.005

SATO H, KUSUHARA S, OGI K, et al. Aerodynamic characteristics of super long-span bridges with slotted box girder[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2000, 88(2): 297-306.

艾国柱,夏华日希. 悬索桥的加劲桁架——明石海峡大桥加劲桁架和加劲箱梁的比选[J]. 国外桥梁,2000,4: 15-20. doi: 10.3969/j.issn.1671-7767.2000.04.004

LAROSE G L, LARSEN S V, LARSEN A, et al Sectional model experiments at high reynolds number for the deck of a 1 018 m span cable-stayed bridge[C]. Proceedings of 11th International Conference on Wind Engineering. Lubbock: [s. n.], 2003: 373-380

张伟,魏志刚,杨詠昕,等. 基于高低雷诺数试验的分离双箱涡振性能对比[J]. 同济大学学报,2008,36(1): 6-11. doi: 10.3321/j.issn:0253-374X.2008.01.002

ZHANG Wei, WEI Zhigang, YANG Yongxin, et al. Comparison and analysis of vortex induced vibration for twin-box bridge section based on experiments in different reynolds numbers[J]. Journal of Tongji University, 2008, 36(1): 6-11. doi: 10.3321/j.issn:0253-374X.2008.01.002

刘君,廖海黎,万嘉伟,等. 检修车轨道导流板对流线型箱梁涡振的影响[J]. 西南交通大学学报,2015,50(5): 1-7.

LIU Jun, LIAO Haili, WAN Jiawei, et al. Effect of guide vane beside maintenance rail on vortex-induced vibration of streamlined box girder[J]. Journal of Southwest Jiaotong University, 2015, 50(5): 1-7.

李翠娟,李永乐,强士中. 分离式双箱主梁断面气动优化措施研究[J]. 土木工程学报,2015,48(11): 55-60.

LI Cuijuan, LI Yongle, QIANG Shizhong. Measures of aerodynamic optimization for separated twin-girder decks[J]. China Civil Engineering Journal, 2015, 48(11): 55-60.

廖海黎,王昌将. 西堠门大桥成桥及施工状态下的空气动力特性研究[J]. 公路,2009,1: 24-30. doi: 10.3969/j.issn.1006-3897.2009.17.001

KWOK K C S, QIN X R, FOK C H, et al. Wind-induced pressures around a sectional twin-deck bridge model:effects of gap-width on the aerodynamic forces and vortex shedding mechanisms[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2012, 110: 50-61. doi: 10.1016/j.jweia.2012.07.010

杨婷,周志勇. 中央开槽箱梁涡激共振特性及抑振措施机理研究[J]. 振动与冲击,2015,34(10): 76-83.

YANG Ting, ZHOU Zhiyong. Vortex-induced resonance characteristics and anti-vibration measures’ mechanism of central-slotted box girders[J]. Journal of Vibration and Shock, 2015, 34(10): 76-83.

何晗欣,李加武,周建龙. 中央开槽箱形断面斜拉桥的涡激振动试验与分析[J]. 桥梁建设,2012,42(2): 34-40.

HE Hanxin, LI Jiawu, ZHOU Jianlong. Testing and analysis of vortex-excited vibration of central slotted box section cable-stayed bridge[J]. Bridge Construction, 2012, 42(2): 34-40.

王骑,林道锦,廖海黎,等. 分体式钢箱梁涡激振动特性及制振措施风洞试验研究[J]. 公路,2013(7): 294-299. doi: 10.3969/j.issn.0451-0712.2013.07.067

WANG Qi, LIN Daojin, LIAO Haili, et al. Investigation on the vortex-induced vibration and aerodynamic countermeasures of twin box bridge by wind tunnel tests[J]. Highway, 2013(7): 294-299. doi: 10.3969/j.issn.0451-0712.2013.07.067

LAIMA Shujin, LI hui, CHEN Wenli, et al. Investigation and control of vortex-induced vibration of twin box girders[J]. Journal of Fluids and Structures, 2013, 39: 205-221. doi: 10.1016/j.jfluidstructs.2012.10.009

杨詠昕,周锐,葛耀君. 大跨度分体箱梁桥梁涡振性能及其控制[J]. 土木工程学报,2015,47(12): 107-114.

YANG Yongxin, ZHOU Rui, GE Yaojun. Vortex-induced vibration and its control for long-span bridges with twin-box girder[J]. China Civil Engineering Journal, 2015, 47(12): 107-114.

中华人民共和国交通部. 公路桥梁抗风设计规范: JTG D60-01—2004[S]. 北京: 中国标准出版社, 2004

Transport Research Laboratory. Design manual for roads and bridges, part 3: Design rules for aerodynamic effects on bridge: BD 49/01[S]. Wokingharm: Crowthorne House, 2001

李志国,王骑,伍波,等. 不同攻角下扁平箱梁颤振机理[J]. 西南交通大学学报,2018,53(4): 687-695. doi: 10.3969/j.issn.0258-2724.2018.04.004

LI Zhiguo, WANG Qi, WU Bo, et al. Flutter mechanism of flat box girder under different attack angles[J]. Journal of Southest Jiaotong University, 2018, 53(4): 687-695. doi: 10.3969/j.issn.0258-2724.2018.04.004

Relative Articles

[1]	YANG Yongzhi. Shape Analysis of Main Cable of Single Tower Suspension Bridge with Unilateral Spatial Cable Plane and Curved Beam[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 298-306. doi: 10.3969/j.issn.0258-2724.20230197
[2]	HUANG Lin, DONG Jiahui, LIAO Haili, PU Shiyu, WANG Qi. Vortex-Induced Vibration (VIV) Aerodynamic Measures of Girder with Side Beam Based on Computation Fluid Dynamics (CFD) and Wind Tunnel Test[J]. Journal of Southwest Jiaotong University, 2024, 59(2): 343-352. doi: 10.3969/j.issn.0258-2724.20220208
[3]	LI Chunguang, MAO Yu, YAN Hubin, LIANG Aihong, HAN Yan. Experimental Study on Vortex-Induced Vibration Performance and Countermeasures for Side Girder Beam with Conveyer[J]. Journal of Southwest Jiaotong University, 2022, 57(4): 886-893. doi: 10.3969/j.issn.0258-2724.20210224
[4]	LEI Yongfu, LI Ming, SUN Yanguo, LI Mingshui. Experimental Study on Flutter Performance of Long-Span Suspension Bridge with Double-Deck Truss Girder[J]. Journal of Southwest Jiaotong University, 2022, 57(6): 1224-1232. doi: 10.3969/j.issn.0258-2724.20200599
[5]	CHEN Xingyu, XU Xinyu, ZHENG Xiaolong, ZENG Yongping, LI Yongle. Effect Mechanism of Central Slot Width on Vortex-Induced Vibration Characteristics of Streamlined Box Girders[J]. Journal of Southwest Jiaotong University, 2021, 56(2): 238-245. doi: 10.3969/j.issn.0258-2724.20190505
[6]	ZHANG Qinghua, ZHANG Ying, CHENG Zhenyu, KANG Jiping, HE Jing. Static Behavior and Key Influencing Factors of Double-Cable Suspension Bridge[J]. Journal of Southwest Jiaotong University, 2020, 55(2): 238-246. doi: 10.3969/j.issn.0258-2724.20170908
[7]	LI Ming, SUN Yanguo, LI Mingshui, WU Bo. Vortex-Induced Vibration Performance of Wide Streamlined Box Girder and Aerodynamic Countermeasure Research[J]. Journal of Southwest Jiaotong University, 2018, 53(4): 712-719. doi: 10.3969/j.issn.0258-2724.2018.04.007
[8]	ZHANG Zhengwei, QUAN Yong, GU Ming, XIONG Yong. Aerodynamic Characteristics of Tapered Tall Buildings with Square Section[J]. Journal of Southwest Jiaotong University, 2014, 27(5): 772-778. doi: 10.3969/j.issn.0258-2724.2014.05.005
[9]	LI Cuijuan, XU Xun, QIANG Shizhong. Dynamic Responses of Super-Long-Span Suspension Bridge with CFRP Cables under Different Structural Design Parameters[J]. Journal of Southwest Jiaotong University, 2014, 27(3): 419-424. doi: 10.3969/j.issn.0258-2724.2014.03.008
[10]	ZHUGE Ping, ZHANG Zihua, WANG Sicong, DING Yong, QIANG Shizhong. Anti-slip Performance of Interface between Carbon Fiber-Reinforced Plastic Main Cable and Cable Clamp for Large-Span Suspension Bridges[J]. Journal of Southwest Jiaotong University, 2014, 27(2): 208-212. doi: 10.3969/j.issn.0258-2724.2014.02.004
[11]	LI Yongle, YI Renyan, WANG Dongxu, LIAO Haili. Time-Domain Analysis of Galloping of Main Cables of Suspension Bridge during Erection Process[J]. Journal of Southwest Jiaotong University, 2013, 26(1): 21-28. doi: 10.3969/j.issn.0258-2724.2013.01.004
[12]	LI Yongle, HU Peng, ZHANG Mingjin, LIAO Haili. Aerodynamic Characteristics of Vehicle-Bridge System under Cross Wind: Wind Tunnel Test System with Moving Vehicle Model[J]. Journal of Southwest Jiaotong University, 2012, 25(1): 50-56. doi: 10.3969/j.issn.0258-2724.2012.021.01.009
[13]	LI Yongle, HU Peng, ZHANG Mingjin, 2, XU Youlin, . Aerodynamic Characteristics of Vehicle-Bridge System under Cross Wind: Parameter Studies Based on Wind Tunnel Test[J]. Journal of Southwest Jiaotong University, 2012, 25(2): 210-217. doi: 10.3969/j.issn.0258-2724.2012.02.007
[14]	SUN Yanguo, LIAO Haili, LI Mingshui. Mitigation Measures of Vortex-Induced Vibration of Suspension Bridge Based on Section Model Test[J]. Journal of Southwest Jiaotong University, 2012, 25(2): 218-223. doi: 10.3969/j.issn.0258-2724.2012.02.008
[15]	ZHENG Kaifeng, LI Huaiguang, XU Rundong. Rigidity Characteristics of Multi-span Suspension Bridges[J]. Journal of Southwest Jiaotong University, 2009, 22(3): 342-346.
[16]	WEIJian-dong, XUWei-guo, LIUZhong-yu. LongitudinalCurve Design ofCable Saddles in Suspension Bridge[J]. Journal of Southwest Jiaotong University, 2005, 18(2): 215-219.
[17]	LIUGao, WANGXiu-wei, QIANG Shi-zhong. Suppressing the Flutter of Suspension Bridges with Additional Surfaces Attached belowthe Trailing Edge Deck[J]. Journal of Southwest Jiaotong University, 2001, 14(1): 12-16.
[18]	ZHENG Shi-xiong, ZHOUShu-hua, LIAOHai-li. Study on Nonlinear Wind Resisting Static Stability of Catwalk of Suspension Bridge[J]. Journal of Southwest Jiaotong University, 2000, 13(4): 348-451.

Supplements(0)

Cited By

Cited by

Periodical cited type(18)

1.	杨猛，王云飞，赵家斌，周敬，王永景，李永乐. 考虑气动力跨向振幅依存性和相关性的桥梁涡振响应分析. 西南交通大学学报. 2025(01): 45-52 . 本站查看
2.	黄文俊，孙洪鑫，温青，黄涛，杨向阳. 风屏障对分体式钢箱梁桥涡振性能影响的风洞试验研究. 实验力学. 2024(01): 86-94 .
3.	檀忠旭，郭国和，朱乐东，朱青，权红烈. 分体箱梁中央隔涡板涡激振动抑制机理研究. 振动与冲击. 2024(06): 189-195+215 .
4.	周洋，卢立志，伍英. 大跨径自锚式悬索桥钢-STC组合梁涡振抑制试验研究. 湖南交通科技. 2024(01): 146-152 .
5.	王亚东，檀忠旭，朱乐东，权红烈. 检修车轨道对分体箱梁涡振响应的影响及其内在机理研究. 公路. 2024(04): 152-156 .
6.	祝兵，杨镇宇，殷瑞涛，员帅伟，李俊南. 分体式三箱主梁气动特性数值模拟. 公路交通科技. 2024(06): 89-100 .
7.	邢松，蒋树勤，陈鹏. 检修车轨道位置对钢箱梁涡振特性的影响. 河海大学学报(自然科学版). 2024(04): 56-60+69 .
8.	段青松，马存明，徐召. 开槽两侧格栅对分体双箱梁涡激振动控制研究. 振动与冲击. 2024(21): 64-70+95 .
9.	刘汉云，陈柏翔，韩艳，胡朋，蔡春声，王力东. 基于WOA-GRNN代理模型的Π形截面梁风嘴气动外形优化. 中国公路学报. 2023(08): 76-86 .
10.	邓晓龙，胡钢，陈文礼，欧进萍. 深度强化学习驱动下桥梁主动吸气流动控制. 中国公路学报. 2023(08): 66-75 .
11.	童俊豪，朱青，朱乐东，檀忠旭. 水平中央隔涡板透空形式对分体箱梁涡振响应的影响. 振动与冲击. 2023(19): 104-109 .
12.	王明志，李昊洋，汤朝阳，曹凌宇. 钢箱叠合梁独塔斜拉桥抗风性能研究. 四川建筑. 2022(02): 238-240+243 .
13.	薛志成，韩斌. 内置呼吸方式控制大跨桥梁涡激振动响应. 沈阳工业大学学报. 2022(06): 700-705 .
14.	李加武，朱长宇. 基于表面风压分析的分离式双箱梁流场特性研究. 建筑科学与工程学报. 2021(02): 69-78 .
15.	陈星宇，徐昕宇，郑晓龙，曾永平，李永乐. 中央开槽宽度对箱梁涡振特性的影响机理. 西南交通大学学报. 2021(02): 238-245 . 本站查看
16.	杨风帆，郑史雄，周强，张宁，赵晓天，何睿洲. 分体三箱断面主梁桥梁的抗风性能及气动优化. 振动与冲击. 2021(19): 137-144+150 .
17.	方国强，杨鸥. 钢-混组合梁抗风性能及抑振措施研究. 铁道科学与工程学报. 2020(09): 2303-2310 .
18.	潘韬，肖海珠，赵林，葛耀君. 大跨度桥梁超宽分体三箱梁抗风性能及控制措施研究. 桥梁建设. 2020(S2): 29-35 .

Other cited types(10)

Proportional views

Proportional views

通讯作者: 陈斌, bchen63@163.com

1.
沈阳化工大学材料科学与工程学院沈阳 110142

Figures(7) / Tables(5)

Get Citation

PDF

XML

Article views(628) PDF downloads(30)