Effects of Railings on Torsional Vortex-induced Vibration of a Long-span Bridge Based on Flow Field Visualization
- DOI
- 10.2991/978-94-6463-688-8_43How to use a DOI?
- Keywords
- long-span bridge; vortex-induced vibration; railing; wind tunnel test; flow field visualization
- Abstract
An experimental investigation was conducted to investigate the effects of railings on the torsional vortex-induced vibration (VIV) of a single-box girder bridge. This study undertakes a comparative analysis of the torsional VIV characteristics of a bridge girder in two configurations: with railings and without railings, and provides a detailed analysis of the periodic wake flow features. The results show that the VIV characteristics of the bridge, including the initial wind speed, the peak vibration amplitude, and the lock-in range, are significantly influenced by the presence of railings. Flow field visualization tests reveal that, compared to the bare girder, the girder with railings generates larger-scale vortex structures in the wake and exhibits an altered vortex shedding mode.
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Cong Wang AU - Jian Zhan PY - 2025 DA - 2025/04/30 TI - Effects of Railings on Torsional Vortex-induced Vibration of a Long-span Bridge Based on Flow Field Visualization BT - Proceedings of the 2024 6th International Conference on Civil Architecture and Urban Engineering (ICCAUE 2024) PB - Atlantis Press SP - 421 EP - 429 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-688-8_43 DO - 10.2991/978-94-6463-688-8_43 ID - Wang2025 ER -