Home Journals Articles Updates About
CN
image
收藏切换
Vortex-induced vibration performance and aerodynamic countermeasures of Π-shaped composite girder of a cable-stayed bridge
收藏切换
PDF
Shang-jun JIANG, Jin ZHU, Sheng-long LU, Yong-le LI, Rui KANG
Journal of Vibration Engineering | 2024, 37(5) : 830 - 837
Less
收藏切换
Journal of Vibration Engineering | 2024, 37(5): 830-837
Vortex-induced vibration performance and aerodynamic countermeasures of Π-shaped composite girder of a cable-stayed bridge
Full
Shang-jun JIANG, Jin ZHU, Sheng-long LU, Yong-le LI, Rui KANG
Affiliations
  • Department of Bridge Engineering，School of Civil Engineering，Southwest Jiaotong University，Chengdu 610031，China
Published: 2024-05-28 doi: 10.16385/j.cnki.issn.1004-4523.2024.05.011
Outline
收藏切换

Π-shaped composite deck is an elastic bluff body，which is susceptible to aerodynamic instability. In the present study，a cable-stayed bridge with a Π-shaped composite deck is taken as the research object，and the vortex-induced vibration （VIV） and the aerodynamic countermeasures are investigated by using the small-scale wind tunnel tests and computational fluid dynamics （CFD） method. The wind speed range of the VIV for the Π-shaped composite deck is determined via the wind tunnel test. After that，several VIV mitigation measures are investigated. The computational fluid dynamics （CFD） method is used to study the mechanism of VIV and vibration suppression by aerodynamic measures. The results indicate that the VIV in the original section is caused by the interaction of the periodic shedding of the vortex in the wake area and the vortex evolution on the upper and lower surfaces of the girder； After adopting three different aerodynamic measures，the flow can pass through the section more smoothly，so as to mitigate the VIV effectively，except for the upper inverted L-shaped guide plate at the wind attack angle of +3°. This study can offer guidance on the wind-resistant design of a cable-stayed bridge with a Π-shaped composite deck.

vortex-induced vibration （VIV）  /  vibration-reduction measures  /  composite girder  /  wind tunnel test  /  computational fluid dynamics （CFD）
Shang-jun JIANG, Jin ZHU, Sheng-long LU, Yong-le LI, Rui KANG. Vortex-induced vibration performance and aerodynamic countermeasures of Π-shaped composite girder of a cable-stayed bridge[J]. Journal of Vibration Engineering, 2024 , 37 (5) : 830 -837 . DOI: 10.16385/j.cnki.issn.1004-4523.2024.05.011
Appendix
Less
Year 2024 volume 37 Issue 5
PDF
95
47
Cite this Article
BibTeX
Article Info
doi: 10.16385/j.cnki.issn.1004-4523.2024.05.011
  • Receive Date：2022-06-16
  • Online Date：2026-02-09
  • Published：2024-05-28
Article Data
Affiliations
History
  • Received：2022-06-16
  • Revised：2022-08-25
Funding
Affiliations
    Department of Bridge Engineering，School of Civil Engineering，Southwest Jiaotong University，Chengdu 610031，China
References
Share
https://castjournals.cast.org.cn/joweb/zdgcxb/EN/10.16385/j.cnki.issn.1004-4523.2024.05.011
Share to
QR

Scan QR to access full text

Cite this article
BibTeX
Citations
表12种不同金属材料的力学参数
科
Family		 属数
Number of
genus		 种数
Number of
species		 占总种数比例
Percentage of
total species (%)		 属
Genus		 种数
Number of
species		 占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
关闭全屏
  • BibTeX
  • EndNote
  • RefWorks
  • TxT
Links
Articles
Latest Articles
Most Read
Collections
Updates
Events
News
Multimedia
About
About Us
Contact
No. 86 Xueyuan South Road, Haidian District, Beijing
100081
010-62199257
qkjq@cast.org.cn

Copyright © 2025 China Association for Science and Technology. All rights reserved. For all open access content, the relevant licensing terms apply.
Sponsored by the Office of the Leading Group for Cybersecurity and Informatization of CAST, and supported by Science and Technology Review Publishing House