Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 313-318

	DOI: 10.14415/konferencijaGFS2014.041
	UDC: 624.074.43:532.135
	CC-BY-SA 4.0 license
	Author : Milašinović, Dragan D.; Borković, Aleksandar; Goleš, Danica
	Summary:
	Non-homogeneous finite strip method is applied to material nonlinear analysis of simply supported 20m long reinforced concrete folded plate structure. Finite strips are divided into cells along their length and layered throughout the thickness. The viscoelastoplastic constitutive matrix is developed using the rheological-dynamical theory. The results of analysis are compared with the results of linear analysis. The types of non-homogeneous finite strip method convergence of the stresses by the number of strips and by number of series terms are shown.
	Keywords:
	Non-homogeneous finite strip method, rheological-dynamical theory, reinforced concrete, folded plate structure