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Abstract

The resistance of steel-concrete composite trusses is significantly influenced by shear connection producing interaction between the steel beam and concrete slab. To create the interaction between these structural parts, it is needed to prevent the relative slip at the steel-concrete interface using the shear connectors. Push-out testing can reflect the more real effect of the longitudinal force and reproduce the distribution of the shear force between the steel section and concrete slab. The finite element analysis is used in the paper to investigate numerically this structural system behavior, exploiting finite element computer procedures.

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Pollack Periodica
Authors: Peter Michalek, Jakub Kralovanec, and Jan Bujnak

this type of composite structures. The suitable method to found the shear connection properties could be full-scale composite beam tests, but quite a time-consuming and rather costly [ 1 ]. Therefore push-out test were implemented in the research [ 2

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Pollack Periodica
Authors: Patricia Duratna, Jan Bujnak, and Abdelhamid Bouchair

Machacek J., Cudejko M. Shear connection in steel and concrete composite trusses, SDSS’Rio 2010 Stability and Ductility of Steel Structures , Rio de Janeiro, Brazil, 8–10 September, 2010, pp. 847

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Pollack Periodica
Authors: Cristian Vulcu, Aurel Stratan, Adrian Ciutină, and Dan Dubină

structures — Part 1, General rules and rules for buildings, European Committee for Standardization , 2004. Beck H. Nailed shear connection in composite tube columns, Second European Conference on Steel Structures , Prague, 26

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fastenings in concrete structures-theoretical and experimental investigation ,” Proced. Eng. , vol. 111 , pp. 188 – 193 , 2015 . 10.1016/j.proeng.2015.07.075 [6] P. Michálek and J. Bujňák , “ Shear connection, experimental and theoretical research

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