FEM based approach for development of a new high-speed load model for railway bridges
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Détails bibliographiques
| Auteur(s): |
Alois Vorwagner
(AIT Austrian Institute of Technology, Vienna, AT)
Maciej Kwapisz (AIT Austrian Institute of Technology, Vienna, AT) Rainer Flesch (AIT Austrian Institute of Technology, Vienna, AT) Antonia M. Kohl (Technical University of Darmstadt, Darmstadt, DE) Andrei Firus (Technical University of Darmstadt, Darmstadt, DE) Michael Vospernig (REVOTEC ZT GmbH, Vienna, AT) Tomás Arana Villafán (German Centre for Rail Traffic Research Federal Railway Authority, Dresden, DE) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Publié dans: | IABSE Congress Ghent 2021 | ||||
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| Page(s): | 1614-1622 | ||||
| Nombre total de pages (du PDF): | 9 | ||||
| DOI: | 10.2749/ghent.2021.1614 | ||||
| Abstrait: |
The high-speed load model (HSLM), developed more than 20 years ago, is defined in the code "EN 1991-2" for a dynamic analysis of railway bridges - with respect to ballast destabilisation - within lines with a vehicle speed of more than 120 km/h. The compliance with the (dynamic) load bearing capacity and the serviceability acceleration must be verified for designing new bridges and assessing existing bridges, especially if a speed increase on the railroad is intended. New vehicle types, which are not always covered by the standardised load model, must be examined additionally. This leads to a clear and an urgent need for a revision of the existing high-speed load model. Within this paper, a large-scale dynamic FEM computation including 17 million train passages is presented as a basis for developing a new standard-compliant dynamic load model within the ongoing international project, commissioned by the German EBA (Federal Railway Authority). |
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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