Picture of person typing on laptop with programming code visible on the laptop screen

World class computing and information science research at Strathclyde...

The Strathprints institutional repository is a digital archive of University of Strathclyde's Open Access research outputs. Strathprints provides access to thousands of Open Access research papers by University of Strathclyde researchers, including by researchers from the Department of Computer & Information Sciences involved in mathematically structured programming, similarity and metric search, computer security, software systems, combinatronics and digital health.

The Department also includes the iSchool Research Group, which performs leading research into socio-technical phenomena and topics such as information retrieval and information seeking behaviour.

Explore

Experimental and analytical studies of cold-formed steel sections with web openings subjected to web crippling

Uzzaman, Asraf and Lim, James and Nash, David and Rhodes, James and Young, Ben (2012) Experimental and analytical studies of cold-formed steel sections with web openings subjected to web crippling. In: 6th International Conference on Coupled Instabilities in Metal Structures, CIMS 2012, 2012-12-03 - 2012-12-05.

[img] Microsoft Word
Uzzaman_A_et_al_Pure_Experimental_and_analytical_studies_of_cold_formed_steel_sections_with_web_openings_subjected_to_web_crippling.doc - Preprint

Download (940kB)

Abstract

Cold-formed steel sections are often used as wall studs or floor joists; such sections often include web holes for ease of installation of the services. In this paper, a combination of experimental tests and non-linear finite element analyses are used to investigate the effect of such holes on web crippling under interior-two-flange (ITF) and end-two-flange (ETF) loading conditions; the cases of both flange fastened and flange unfastened are considered. A non-linear finite element model is described, and the results compared against the laboratory test results; a good agreement was obtained in terms of both strength and failure modes.