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Experimental study on suppressing vortex-induced vibration of a long-span bridge by installing the wavy railings

  • Jian Zhan
  • , Dabo Xin*
  • , Jinping Ou
  • , Zhiwen Liu
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology
  • Harbin Institute of Technology
  • Forestry University
  • Hunan University

Research output: Contribution to journalArticlepeer-review

Abstract

It is known that vortex shedding behind bluff bodies can be suppressed by introducing some three-dimensional geometric disturbance. Therefore, a new passive control device named wavy railings is proposed to mitigate the vortex-induced-vibration (VIV) of a single box section bridge. The wavy railing is composed of vertical posts and wavy crossbars, which can provide three-dimensional perturbation to the flow field and then lead to the development of a three-dimensional free shear layer which does not roll up into a vortex street and hence suppress the VIV. In this study, the control effects of the wavy railings on mitigating VIV are investigated through wind tunnel tests. The results reveal that when the wavelength of the wavy bar is 0.5H or 1H (H is the height of the bridge deck), both vertical and torsional VIV can be completely suppressed, and the upper surface edge is the optimal installation position.

Original languageEnglish
Article number104205
JournalJournal of Wind Engineering and Industrial Aerodynamics
Volume202
DOIs
StatePublished - Jul 2020

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

  1. SDG 7 - Affordable and Clean Energy
    SDG 7 Affordable and Clean Energy

Keywords

  • Bridge
  • Vortex shedding
  • Vortex-induced vibration
  • Wavy railing
  • Wind tunnel tests

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