Shear Connectors in Steel Fiber Reinforced Ultra High Performance Concrete
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Détails bibliographiques
| Auteur(s): |
Sabine Rauscher
Josef Hegger 
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| 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: | IABSE Symposium Bangkok 2009 | ||||
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| Page(s): | 75-82 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2009 | ||||
| DOI: | 10.2749/222137809796067588 | ||||
| Abstrait: |
The present paper summarizes the results of a research program involving the testing of push-out specimens and composite beams with an innovative continuous shear connector in ultra-high performance concrete. In the push-out tests the load-slip behavior of the shear connectors was evaluated and compared for various parameters. For steel failure of the shear connectors a design model is proposed. The beam tests are focused on the moment carrying capacity and the transition of the shear forces across the joint between steel and concrete. Two beam tests are presented and discussed. |
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| Mots-clé: |
Structures composites
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