Experimental study of web crippling behaviour of hollow flange channel beams under two flange load cases

Poologanathan, Keerthan, Mahendran, Mahen and Steau, Edward (2014) Experimental study of web crippling behaviour of hollow flange channel beams under two flange load cases. Thin-Walled Structures, 85. pp. 207-219. ISSN 0263-8231

Full text not available from this repository.
Official URL: http://dx.doi.org/10.1016/j.tws.2014.08.011

Abstract

This paper presents the details of an experimental study of a cold-formed steel hollow flange channel beam known as LiteSteel beam (LSB) subject to web crippling under End Two Flange (ETF) and Interior Two Flange (ITF) load cases. The LSB sections with two rectangular hollow flanges are made using a simultaneous cold-forming and electric resistance welding process. Due to the geometry of the LSB, and its unique residual stress characteristics and initial geometric imperfections, much of the existing research for common cold-formed steel sections is not directly applicable to LSB. Experimental and numerical studies have been carried out to evaluate the behaviour and design of LSBs subject to pure bending, predominant shear and combined actions. To date, however, no investigation has been conducted on the web crippling behaviour and strength of LSB sections. Hence an experimental study was conducted to investigate the web crippling behaviour and capacities of LSBs. Twenty-eight web crippling tests were conducted under ETF and ITF load cases, and the ultimate web crippling capacities were compared with the predictions from the design equations in AS/NZS 4600 and AISI S100. This comparison showed that AS/NZS 4600 and AISI S100 web crippling design equations are unconservative for LSB sections under ETF and ITF load cases. Hence new equations were proposed to determine the web crippling capacities of LSBs based on experimental results. Suitable design rules were also developed under the direct strength method (DSM) format.

Item Type: Article
Uncontrolled Keywords: Hollow flange channel beams, Cold-formed steel beams, Web crippling, ETF and ITF load cases, Direct strength method and experiments
Subjects: H300 Mechanical Engineering
Department: Faculties > Engineering and Environment > Mechanical and Construction Engineering
Depositing User: Becky Skoyles
Date Deposited: 14 Aug 2018 11:24
Last Modified: 14 Aug 2018 11:24
URI: http://nrl.northumbria.ac.uk/id/eprint/35324

Actions (login required)

View Item View Item

Downloads

Downloads per month over past year

View more statistics


Policies: NRL Policies | NRL University Deposit Policy | NRL Deposit Licence