Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 353-358

	DOI: 10.14415/konferencijaGFS2014.047
	UDC: 624.166.4:519.6
	CC-BY-SA 4.0 license
	Author : Rind, Anzelm; Milašinović, Dragan D.; Kukaras, Danijel
	Summary:
	This work describes how the numerical analysis of bent steel anchor with the finite element metod was performed. The aim of this analysis was to model the experimental analysis carried out on different shaped strained elements at Faculty of Civil Engineering in Subotica. By gradually increasing the load the appearence of yield stress in certain points of elements was monitored.
	Keywords:
	Experimental and numerical analysis, anchor, yield stress