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Preliminary communication

https://doi.org/10.32762/zr.23.1.4

Behavior Analysis of Steel Beam-Tocolumn Bolted Connection Using Component Method

Paulina Krolo orcid id orcid.org/0000-0002-7244-4140 ; University of Rijeka, Faculty of Civil Engineering
Leona Zajec orcid id orcid.org/0000-0002-8693-0377 ; University of Rijeka, Faculty of Civil Engineering


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Abstract

In this paper, the component method for determining the stiffness and bending resistance, which are the basic characteristics of connections, are presented. The application of this method was carried out using the IDEA StatiCa software on the example of the beam-to-column bolted connection with double extended end-plate. The results of the connection behavior were compared to the results obtained by numerical simulation in Abaqus and the results of the behavior obtained by laboratory tests found in references.

Keywords

beam-to-column connection, component method, IDEA StatiCa, HRN EN 1993-1-8

Hrčak ID:

248697

URI

https://hrcak.srce.hr/248697

Article data in other languages: croatian

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