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Analysis of a Modular Timber/Concrete Composite System for Short- Span Bridges

 Analysis of a Modular Timber/Concrete Composite System for Short- Span Bridges
Autor(en): , ,
Beitrag für IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019, veröffentlicht in , S. 1598-1603
DOI: 10.2749/newyork.2019.1598
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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...
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Bibliografische Angaben

Autor(en): (Tongji University)
(Entuitive)
(University of Toronto)
Medium: Tagungsbeitrag
Sprache(n): Englisch
Tagung: IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019
Veröffentlicht in:
Seite(n): 1598-1603 Anzahl der Seiten (im PDF): 6
Seite(n): 1598-1603
Anzahl der Seiten (im PDF): 6
DOI: 10.2749/newyork.2019.1598
Abstrakt:

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.

Stichwörter:
Verbundkonstruktion UHPFRC