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Estimation of friction contribution in the behavior of steel-concrete composite beams with flexible shear connectors
2014
Rem : Revista Escola de Minas
A shear connector, developed to be applied to a composite beam whose steel profile is a thin-walled box profile, displayed much greater flexibility than the conventional welded shear connector, leading to particular issues in the composite beam behaviour. One of these issues is the role played by friction at the interface between the steel profile and the slab which, under particular circumstances, may be relevant for serviceability limit states and also for ultimate limit states. The Brazilian
doi:10.1590/s0370-44672014000300002
fatcat:cyi36fqnlzdmriwcy3emfph7h4