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Review article

Resistance of angle flange cleats in bolted steel joints

Davor Skejić
Darko Dujmović
Anka Javora


Full text: croatian pdf 454 Kb

page 219-230

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Abstract

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.

Keywords

angle flange cleat; bolted steel joints; contact force; resistance estimating models; parametric analysis

Hrčak ID:

23627

URI

https://hrcak.srce.hr/23627

Publication date:

30.4.2008.

Article data in other languages: croatian

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