Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 185-191

	DOI: 10.14415/konferencijaGFS2014.024
	UDC: 624.011.1:624.074.6
	CC-BY-SA 4.0 license
	Author : Stevanović, Boško; Glišović, Ivan; Todorović, Marija
	Summary:
	This paper describes design model developed to predict the flexural capacity and stiffness of timber beams reinforced with CFRP plates. The model is calibrated using the results of the unreinforced beams tests and modified to account for the effect of the CFRP reinforcement. Theoretical results of reinforced glulam beams were compared to experimental results and they match well.
	Keywords:
	Тimber beams, carbon fibers, reinforcement, theoretical analysis