Theoretical and Experimental research on Steel-Concrete Composite Truss
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Bibliographic Details
| Author(s): |
Jan Bujnak
Abdelhamid Bouchaïr |
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| Medium: | conference paper | ||||
| Language(s): | English | ||||
| Conference: | IABSE Symposium: Engineering for Progress, Nature and People, Madrid, Spain, 3-5 September 2014 | ||||
| Published in: | IABSE Symposium Madrid 2014 | ||||
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| Page(s): | 1749-1756 | ||||
| Total no. of pages: | 8 | ||||
| Year: | 2014 | ||||
| DOI: | 10.2749/222137814814068283 | ||||
| Abstract: |
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. |
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| Keywords: |
composite truss shear connection numerical and experimental study push-out testing
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