Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
8^th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 153-161

	DOI: 10.14415/konferencijaGFS2021.13
	UDC: 624.072.2
	CC-BY-SA 4.0 license
	Author : Bendić, Milica; Ćeranić, Aleksandar; Kovačević, Saša; Salatić, Ratko; Marković, Nenad
	Summary:
	The paper considers the elastic critical load of the isolated web plate and steel I-girders subjected to patch loading. The girder without transverse stiffeners in the load application zone, but with longitudinal stiffeners was analyzed. The influence of the load length, flange thickness and stiffener thickness on the buckling coefficient is obtained. The buckling coefficients of clamped plate and I-girder are compared, and suggestions for improving the EN1993-1-5 patch loading resistance model are presented.
	Keywords:
	elastic critical load, buckling coefficient, patch loading