Građevinar, Vol. 60 No. 03., 2008.
Pregledni rad
Resistance of angle flange cleats in bolted steel joints
Davor Skejić
Darko Dujmović
Anka Javora
Sažetak
An overview of models currently used to assess resistance of top angle flange cleats installed at bolted beam-to-column joints subjected to bending moment is presented. The results of parametric analyses made to this effect point to significant differences in resistance estimations when based on different models. A practical aim of this paper is to acquaint design engineers with this type of connection which, if properly designed, can enable development of a desirable ductile behaviour of steel structures.
Ključne riječi
angle flange cleat; bolted steel joints; contact force; resistance estimating models; parametric analysis
Hrčak ID:
23627
URI
Datum izdavanja:
30.4.2008.
Posjeta: 1.841 *