Ultimate strength of bolted moment-connections between cold-formed steel members

Lim, J.B.P. and Nethercot, D.A. (2003) Ultimate strength of bolted moment-connections between cold-formed steel members. Thin-Walled Structures, 41 (11). pp. 1019-1039. ISSN 0263-8231

Full text not available in this repository.Request a copy from the Strathclyde author

Abstract

The behaviour and design of bolted moment-connections between cold-formed steel members, formed by using brackets bolted to the webs of the section, is considered. The particular problem of the moment-capacity of such joints being lower than that of the cold-formed steel sections being connected because of web buckling, caused by the concentration of load transfer from the bolts, is addressed. In this paper, a combination of laboratory tests and finite element analyses is used to investigate this mode of failure. It is demonstrated that there is good agreement between the measured ultimate moment-capacity and that predicted by using the finite element method. A parametric study conducted using the finite element model shows that the moment-capacity of a practical size joint can be up to 20% lower than that of the cold-formed steel sections being connected. Web buckling so-caused must therefore be considered in the design of such connections.

Creators(s): Lim, J.B.P. and Nethercot, D.A.;
Item type:Article
ID code:4816
Keywords:cold-form steel, bolted moment-connection, mode of failure, Engineering (General). Civil engineering (General), Building and Construction, Civil and Structural Engineering, Mechanical Engineering
Subjects:Technology > Engineering (General). Civil engineering (General)
Department:Faculty of Engineering > Civil and Environmental Engineering
Depositing user: Strathprints Administrator
Date deposited:10 Dec 2007
Last modified:05 Feb 2021 03:33
URI:https://strathprints.strath.ac.uk/id/eprint/4816
Export data:
CORE (COnnecting REpositories)