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The Concrete Dowel – A resource efficient Shear Connector.

The Concrete Dowel – A resource efficient Shear Connector.
Auteur(s): , ,
Présenté pendant IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009, publié dans , pp. 86-95
DOI: 10.2749/222137809796078856
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The concrete dowel is a new efficient shear connector for composite constructions. A composite girder based on concrete dowels consists of a welded T-type girder or a halved steel girder with slo...
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Détails bibliographiques

Auteur(s):


Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Sustainable Infrastructure - Environment Friendly, Safe and Resource Efficient, Bangkok, Thailand, 9-11 September 2009
Publié dans:
Page(s): 86-95 Nombre total de pages (du PDF): 8
Page(s): 86-95
Nombre total de pages (du PDF): 8
Année: 2009
DOI: 10.2749/222137809796078856
Abstrait:

The concrete dowel is a new efficient shear connector for composite constructions. A composite girder based on concrete dowels consists of a welded T-type girder or a halved steel girder with slots in the web. The halved girder is a very cost effective version of the concrete dowel, because only one continuous oxygen-cut is needed to manufacture two beams. The composite is assembled by the steel strip which is embedded in the concrete slab. A verification procedure for the fatigue behaviour was needed, after a design concept for static loads was already elaborated, to expand the application range. The local concept was used for the research on the fatigue behaviour. The project led to a design procedure which allows a prediction of the achievable load cycles. The current research project pursues the research on fatigue behaviour. The knowledge of lifetime prediction is enlarged by a fracture mechanical approach. The fracture mechanic allows a definition of the stress intensity factor ∆Kth for the steel strip to avoid crack propagation.