SHEAR RESISTANCE OF LONGITUDINAL SHEAR CONNECTION WITH GROUPS OF HEADED STUDS

Milan Spremić; Zlatko Marković; Jelena Dobrić; Dragan Buđevac

doi:10.5937/jaes14-10471

Milan Spremić University of Belgrade Faculty of Civil Engineering
Zlatko Marković University of Belgrade Faculty of Civil Engineering
Jelena Dobrić University of Belgrade Faculty of Civil Engineering
Dragan Buđevac University of Belgrade Faculty of Civil Engineering

DOI: https://doi.org/10.5937/jaes14-10471

Keywords: shear connection, prefabricated composite beams, group of headed studs,

Abstract

The frequently applied solution for shear connection in steel and concrete precast composite structures is the discontinuous shear connection with a headed stud in group arrangement. Application of shear connection with headed studs in group arrangement and calculation of shear resistance for studs group in typical precast composite floor beam is presented. The possibility and feasibility of shear connection construction with headed studs in group arrangement was considered. It is shown that the shear connection in precast composite floor beams can be constructed with a group of four headed studs.