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Evaluation of the recent IIW (2012) and ISO (2013) strength equations for axially loaded CHS K gap joints
Author(s) -
J. van der Vegte Gerhardus,
Wardenier Jaap
Publication year - 2014
Publication title -
steel construction
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.443
H-Index - 8
eISSN - 1867-0539
pISSN - 1867-0520
DOI - 10.1002/stco.201410022
Subject(s) - chord (peer to peer) , structural engineering , welding , axial symmetry , joint (building) , engineering , mechanical engineering , materials science , computer science , distributed computing
Over the last decade, extensive numerical analyses have been conducted on axially loaded uniplanar K gap, T and X joints made of circular hollow sections (CHS), considering a wide range of geometrical parameters and different types of chord load. Based on the large amount of numerical data, in 2007, new joint capacity and chord stress equations were derived for CHS joints. This article presents detailed comparisons made between the (mean) strength equations for K gap joints and the experimental data available. These design equations were first discussed and approved by Sub‐commission XV‐E of the International Institute of Welding (IIW), subsequently published in the CIDECT Design Guide for CHS joints [1] and adopted in the 3rd edition of the IIW Static Design Procedure for Welded Hollow Section Joints [2], which formed the basis for the ISO 14346 recommendations [3] published recently.