Determination of composite slabs resistance by the partial shear connection method considering friction at the support

Resumo

This paper aims to evaluate the behavior and longitudinal shear strength of the steel-concrete composite
slab using the Steel Deck P75 through the partial shear connection method considering the contribution of the
friction acting in the interface of the steel deck with the concrete at the region of supports. The method proposed
by EN 1994-1-1:2004 for the design of composite slab systems is based in the analytical model similar to that of
composite beams which allows to determine the degree shear connection between the steel sheeting and the
concrete. This method allows analysis the influence of friction at the support, in addition to the contribution of
stud bolts on the mechanical resistance of composite slab. The composite slab was tested in the Federal University
of Minas Gerais structure laboratory which used the semi-empirical "m-k" method to obtain its resistance. The
behavior of the composite slab system was analyses through of the graphics deflections, end slips and strains,
allowing the determination of its failure mode. Finally, the results obtained from the longitudinal shear resistance
considering the friction at the support were applied in one practical examples.