Recalculation of the Railway Bridge Buggenum
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Détails bibliographiques
| Auteur(s): |
Sander van Alphen
(Movares, Utrecht, The Netherlands)
Bert Hesselink (Movares, Utrecht, The Netherlands) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018 | ||||
| Publié dans: | IABSE Symposium Nantes 2018 | ||||
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| Page(s): | S20-51 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| DOI: | 10.2749/nantes.2018.s20-51 | ||||
| Abstrait: |
The railway bridge near Buggenum was recalculated by Movares in 2017. The connection between de stringer and the crossbeam was especially important in this recalculation. In this paper we will first give an insight in the way the FEM models, global and local, were made. Next the different fatigue calculations made and their results are described. The fatigue calculations are done conform the NEN-EN 1991-2. But also with the data of real traffic measured by ProRail. |
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| Mots-clé: |
pont ferroviaire
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