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CONFERENCE PROCEEDINGS
6th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2018 , 2018.y., pp. 25-32


BENDING RESISTANCE OF COMPOSITE BEAMS WITH NONDUCTILE SHEAR CONNECTORS
 
DOI: 10.14415/konferencijaGFS2018.001
UDC: 624.046.072.2
CC-BY-SA 4.0 license
Author : Kostić, Svetlana M.; Deretić-Stojanović, Biljana
 
 Summary:
 In this paper, the methods for determination of the bending resistance of composite beams with partial shear connection and nonductile shear connectors, according to Eurocode 4, are studied. The Eurocode 4 predicts the use of two calculation methods: the method based on the nonlinear theory and the simplified method that assume linear relation between elastic and plastic bending moment resistance. The algorithm for the nonlinear section analysis is explained in detail. Using the own computer program for nonlinear section analysis, for one composite beam cross section, the differences in results obtained by these two proposed methods are discussed.
 
 Keywords:
 composite beams, nonductile connectors, Eurocode 4, nonlinear analysis