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Performance of Simply-Supported Steel Bridge in Realistic Fires

 Performance of Simply-Supported Steel Bridge in Realistic Fires
Author(s): , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 1865-1872
DOI: 10.2749/nanjing.2022.1865
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This paper investigated the thermomechanical performance of a simply-supported steel girder bridge above a tanker fire by coupling the computational fluid dynamics (CFD) method and finite element m...
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Bibliographic Details

Author(s): (Southeast University, Nanjing, China Tongji University, Shanghai, China)
(Southeast University, Nanjing, China)
(Guangzhou Expressway Co., Ltd., Guangzhou, China)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 1865-1872 Total no. of pages: 8
Page(s): 1865-1872
Total no. of pages: 8
DOI: 10.2749/nanjing.2022.1865
Abstract:

This paper investigated the thermomechanical performance of a simply-supported steel girder bridge above a tanker fire by coupling the computational fluid dynamics (CFD) method and finite element method (FEM). Numerical results show that the presented method was able to replicate the inhomogeneous thermomechanical response of box bridges exposed to real fires. The girder failed due to the buckling of a central diaphragm after the ignition of the investigated tanker fire in no more than 10 min. The framework presented in this study is programmatic and friendly to researchers and can be applied to estimate bridges in different fire conditions.

Keywords:
FEM steel bridge fire CFD thermomechanical performance
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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