Journal of
Faculty of Civil Engineering

CONFERENCE PROCEEDINGS
4th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2016 , 2016.y., pp. 315-322

	DOI: 10.14415/konferencijaGFS 2016.031
	UDC: 624.042.5.072.2 : 519.6
	CC-BY-SA 4.0 license
	Author : Džolev, Igor; Radujković, Aleksandra; Cvetkovska, Meri; Lađinović, Đorđe; Radonjanin, Vlastimir
	Summary:
	If experimental studies are difficult to conduct, the validation of results obtained using numerical procedures can be achieved through comparative analyses performed by different numerical model codes. In this paper, analysis of a simply supported steel beam subjected to fire is performed using open source software OpenSEES and a commercial software ANSYS Workbench. Both material and geometrical nonlinearities are taken into account. Calculation methodology is adopted according to Eurocode standards EN 1991-1-2 and EN 1993-1-2. Results, in terms of the midpoint displacements in time, are compared and discussed.
	Keywords:
	OpenSees, Ansys Workbench, heat transfer, structural fire analysis