Performance of Simply-Supported Steel Bridge in Realistic Fires
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Bibliographic Details
Author(s): |
Zhi Liu
(Southeast University, Nanjing, China Tongji University, Shanghai, China)
Qiao Huang (Southeast University, Nanjing, China) Chenglong Xu (Guangzhou Expressway Co., Ltd., Guangzhou, China) |
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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: | IABSE Congress Nanjing 2022 | ||||
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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. |
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Keywords: |
FEM steel bridge fire CFD thermomechanical performance
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Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
License: | This creative work is copyrighted material and may not be used without explicit approval by the author and/or copyright owner. |