Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
8^th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 163-171

	DOI: 10.14415/konferencijaGFS2021.14
	UDC: 624.016.072.2
	CC-BY-SA 4.0 license
	Author : Bendić, Milica; Kostić, Svetlana; Nikolić, Jelena
	Summary:
	The paper presents the calculation of continuous composite steel-concrete beams with a partial shear connection and ductile shear connectors. The algorithm for determining the ultimate load as a function of shear resistance capacity is explained. The calculation is applied to a numerical example. The obtained results are discussed. Guidelines for further research in this area are given.
	Keywords:
	Partial shear connection, ductile shear connectors, bending resistance, contiuous composite steel-concrete beams