Design and construction methods for UHPFRC bridge deck
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Détails bibliographiques
| Auteur(s): |
Marco Novarin
(Freyssinet International & Cie, Paris, France)
Julien Erdogan (Freyssinet International & Cie, Paris, France) Nicolas Fabry (Freyssinet International & Cie, Paris, France) Ratanak Din (Freyssinet International & Cie, Paris, France) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019 | ||||
| Publié dans: | The Evolving Metropolis | ||||
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| Page(s): | 44-53 | ||||
| Nombre total de pages (du PDF): | 10 | ||||
| DOI: | 10.2749/newyork.2019.0044 | ||||
| Abstrait: |
This paper presents researches related to UHPFRC (Ultra High Performance Fibre-Reinforced Concrete) deck design for cable stayed and ILM bridges. Structural analysis of a cable stayed deck with 1100 meters main span and an ILM deck with 100 meters main spans are performed and discussed, taking into account main tools related not only to resistance and durability, but also construction methods and economical effectiveness. Steel and concrete quantities are compared with those of actual classical solutions for analogous spans. |
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