A Parametric Study of an old Concrete Trough Bridge using non-linear Finite Element analysis
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Bibliographic Details
Author(s): |
Silvia J. Sarmiento
(Luleå University of Technology, Luleå, Sweden)
David Åkergren (Luleå University of Technology, Luleå, Sweden) Jacob Gustafsson (Luleå University of Technology, Luleå, Sweden) Jaime H. Gonzalez-Libreros (Luleå University of Technology, Luleå, Sweden) Gabriel Sas (Luleå University of Technology, Luleå, Sweden) Lennart Elfgren (Luleå University of Technology, Luleå, Sweden) Ibrahim Coric (Trafikverket, Luleå, Sweden) Ola Enoksson (Trafikverket, Luleå, Sweden) |
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Medium: | conference paper | ||||
Language(s): | English | ||||
Conference: | IABSE Symposium: Challenges for Existing and Oncoming Structures, Prague, Czech Republic, 25-27 May 2022 | ||||
Published in: | IABSE Symposium Prague 2022 | ||||
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Page(s): | 1652-1659 | ||||
Total no. of pages: | 8 | ||||
DOI: | 10.2749/prague.2022.1652 | ||||
Abstract: |
At least 20% of existing railway bridges in Sweden are reinforced concrete (RC) trough bridge that consist in a slab carried by two longitudinal main beams. As these bridges are getting old, there is an urging need to assess their remaining capacity with the aim of prolonging their service lives. The limited literature on the topic has pointed out that there is a significant difference between the capacity predicted by available codes and that obtained experimentally. In this paper, a review of the Bridge and Tunnel Management database (BaTMan) of railway infrastructure in Sweden, is carried out to gain an overview of the current state of the Swedish railway bridge, with focus on trough bridges. Then, a non-linear finite element model is calibrated using the experimental results of the previous testing of a decommissioned trough bridge. The model is used in a parametric study where the effect of key mechanical parameters on the capacity of trough bridges is studied. |
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Keywords: |
finite element analysis FEA reinforced concrete parametric study Railway bridges Trough bridges BaTMan
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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. |