Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 193-198

	DOI: 10.14415/konferencijaGFS2014.025
	UDC: 539.377:625.84
	CC-BY-SA 4.0 license
	Author : Šešlija, Miloš; Radović, Nebojša; Peško, Igor; Mučenski, Vladimir; Đorđević, Dragana
	Summary:
	The work includes the analysis of stresses in the concrete slab due to the effects of temperature changes on the bus station in Novi Sad. Analyses of the stresses is performed in a longitudinal and transverse direction of, the concrete slab, in the center and the edge of the slab. Concrete slab thickness is 22cm and calculation of stresses due to temeprature differences at the top and bottom of concrete slab were carried out using methods of Bradbury for three different coefficients of the subgrade. After the performed it is obtained that the maximum stresses are at the center of the concrete slab in the transverse direction.
	Keywords:
	Тemperature changes, concrete pavment, stresses