Vehicle-bridge interaction: Influence of the train type on the dynamic response of bridges due to a train crossing
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Bibliographic Details
Author(s): |
Antonia M. Kohl
(Technical University of Darmstadt, Darmstadt, Germany )
Kim-Denise Clement (Technical University of Darmstadt, Darmstadt, Germany ) Jens Schneider (Technical University of Darmstadt, Darmstadt, Germany ) Andrei Firus (iSEA Tec, Friedrichshafen, Germany) Geert Lombaert (KU Leuven, Leuven, Belgium) |
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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): | 1444-1451 | ||||
Total no. of pages: | 8 | ||||
DOI: | 10.2749/prague.2022.1444 | ||||
Abstract: |
This paper investigates the differences between the maximum vertical bridge acceleration during a train crossing when calculated with moving loads and with vehicle-bridge interaction considering a 2D multi-body model. This influence of the interaction is currently defined for the bridge design by an additional damping value, included in Eurocode 1. For investigating the additional damping, multi-body model parameters of 14 real high-speed passenger trains were collected and evaluated statistically as presented in boxplots. This collection builds the basis for the presented results as well as a planned parameter study. The interaction effect is visualized by exemplary resonance plots, showing the overestimation of the additional damping in the current approach for some trains and even a negative additional damping value in case of the ICE 4. Also, it was discovered that there is no correlation of the dynamic bridge response to whether it is a conventional or articulated train. |
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Keywords: |
moving loads vehicle-bridge interaction bridge dynamics train crossing Railway bridges multi-body models additional damping value
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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. |