Analysis of a Modular Timber/Concrete Composite System for Short- Span Bridges
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Détails bibliographiques
| Auteur(s): |
Yu Zhang
(Tongji University)
Yi Liang (Entuitive) Paul Gauvreau (University of Toronto) |
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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): | 1598-1603 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| DOI: | 10.2749/newyork.2019.1598 | ||||
| Abstrait: |
This article describes a modular timber/concrete composite system for short‐span highway bridges. The system is assembled from modules. Each module spans from support to support and consists of two glulam girders and a deck slab constructed of ultra high‐performance fiber reinforced concrete (UHPFRC). A method of analysis is proposed for the system to study both the longitudinal and transverse behavior under live loads. The method is based on a spatial grid model, which incorporates Vierendeel frames to account for partial composite action in the longitudinal direction. Preliminary results show that the proposed modular timber/concrete composite system achieves a high degree (91.4%) of longitudinal composite action and possess good transverse load sharing performance between modules. |
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| Mots-clé: |
Structure composite
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