Theoretical and Experimental research on Steel-Concrete Composite Truss
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Détails bibliographiques
Auteur(s): |
Jan Bujnak
Abdelhamid Bouchaïr |
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Médium: | papier de conférence | ||||
Langue(s): | anglais | ||||
Conférence: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
Publié dans: | IABSE Symposium Madrid 2014 | ||||
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Page(s): | 1749-1756 | ||||
Nombre total de pages (du PDF): | 8 | ||||
Année: | 2014 | ||||
DOI: | 10.2749/222137814814068283 | ||||
Abstrait: |
The local effects of concentrated longitudinal shear forces should be appropriately examined in composite truss beams with the welded headed studs, located at the steel-concrete interface. Based on finite element modelling, new approaches are investigated theoretically. The experiment results from push-out testing and bending test of full-scale composite truss beams given in the paper showed rather good agreement between the test and the theory. Several effects on shear connection behaviour are also studied. |