Numerical Investigation into the Independence of Wind-Induced Vibrations in Streamlined Box Girders

Xu Wang; Dajiang Chen; Haibo Xu; Huabin Hong; Xibin Xu

doi:10.2991/978-94-6463-932-2_9

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Numerical Investigation into the Independence of Wind-Induced Vibrations in Streamlined Box Girders

Authors

Xu Wang¹^{, *}, Dajiang Chen¹, Haibo Xu¹, Huabin Hong¹, Xibin Xu¹

¹PowerChina Huadong Engineering Corporation Limited, Hangzhou, Zhejiang, 311122, China

^*Corresponding author. Email: wang_x35@hdec.com

Corresponding Author

Xu Wang

Available Online 22 December 2025.

DOI: 10.2991/978-94-6463-932-2_9 How to use a DOI?
Keywords: CFD simulation; bridge deck; Fluid-structure interaction
Abstract: The verification of grid and time step independence is crucial for ensuring computational accuracy in CFD simulations. This study investigates vortex-induced vibration (VIV) phenomena in a streamlined box girder bridge, systematically examining the effects of temporal resolution and mesh refinement on computational outcomes. Furthermore, regarding wind-induced vibration analysis methodologies, we conduct comprehensive analyses of the commonly employed initial excitation approach, specifically exploring how varying initial displacement conditions influence both the vibration amplitude magnitude and the time required to attain stable oscillation states. The research findings provide valuable references for numerical simulation practices in bridge aerodynamics, particularly offering methodological insights for vortex-induced vibration analysis of streamlined bridge sections.
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.

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Volume Title: Proceedings of the 2025 2nd International Conference on Civil Engineering Structures and Concrete Materials (CESCM 2025)
Series: Advances in Engineering Research
Publication Date: 22 December 2025
ISBN: 978-94-6463-932-2
ISSN: 2352-5401
DOI: 10.2991/978-94-6463-932-2_9 How to use a DOI?
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

ris enw bib

TY  - CONF
AU  - Xu Wang
AU  - Dajiang Chen
AU  - Haibo Xu
AU  - Huabin Hong
AU  - Xibin Xu
PY  - 2025
DA  - 2025/12/22
TI  - Numerical Investigation into the Independence of Wind-Induced Vibrations in Streamlined Box Girders
BT  - Proceedings of the 2025 2nd International Conference on Civil Engineering Structures and Concrete Materials (CESCM 2025)
PB  - Atlantis Press
SP  - 71
EP  - 77
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-932-2_9
DO  - 10.2991/978-94-6463-932-2_9
ID  - Wang2025
ER  -

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