Comparative study of some mechanical connections in cold formed steel

R. Lennon*, R. Pedreschi, B. P. Sinha

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

Abstract

In this paper a comparative investigation carried out on the shear behaviour of mechanical connections in thin gauge steel is described. The connection techniques considered are press joining, Henrob fasteners, pop rivets and self-tapping screws. Samples joining two strips of steel of 1.0-, 1.2-, 1.6- and 2.0-mm thickness are reported. Press joins are applied at orientations of 0°, 45°, and 90°. Peak loads of all types of join tested are tabulated. The variability of the peak loads of press joins and screw samples in 1.0-mm and 2.0-mm thick steel are established with six tests on each configuration. A variability analysis is also carried out on peak stresses obtained from elasto-plastic material tests on 1.0-mm and 2.0-mm steel samples. The load displacement responses of the four types of connection in the small displacement range of <0.1 mm are plotted and compared.

Original languageEnglish
Pages (from-to)109-116
Number of pages8
JournalConstruction and Building Materials
Volume13
Issue number3
DOIs
Publication statusPublished - 1 Apr 1999

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