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Performance of Simply-Supported Steel Bridge in Realistic Fires

 Performance of Simply-Supported Steel Bridge in Realistic Fires
Auteur(s): , ,
Présenté pendant IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, publié dans , 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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Détails bibliographiques

Auteur(s): (Southeast University, Nanjing, China Tongji University, Shanghai, China)
(Southeast University, Nanjing, China)
(Guangzhou Expressway Co., Ltd., Guangzhou, China)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Publié dans:
Page(s): 1865-1872 Nombre total de pages (du PDF): 8
Page(s): 1865-1872
Nombre total de pages (du PDF): 8
DOI: 10.2749/nanjing.2022.1865
Abstrait:

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.

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Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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