Shear behaviour of LiteSteel beams
Poologanathan, Keerthan & Mahendran, Mahen (2008) Shear behaviour of LiteSteel beams. In Mahendran, Mahen (Ed.) 5th International Conference on Thin-walled Structures, 18th – 20th June 2008, Gold Coast.
Abstract: This paper presents the details of an investigation into the shear behaviour of a recently developed, cold-formed steel beam known as LiteSteel Beam (LSB). The unique LSB sections are produced by a patented manufacturing process involving simultaneous cold-forming and electric resistance welding. To date, limited research has been undertaken on the shear yielding and buckling behaviour of LiteSteel beams with torsionally rigid, rectangular hollow flanges. For the shear design of LSB web panels, their elastic buckling strength under shear loading must be determined accurately including the potential post-buckling strength. Currently the elastic shear buckling coefficients of web panels are determined by assuming conservatively that the web panels are simply supported at the junction between the flange and web elements. However, depending on the geometric properties of LSBs, the elastically restrained supports is closer to a fixed support. In the present study, a series of numerical analyses based on three-dimensional finite element modelling was carried out to investigate the shear buckling behaviour of 13 different LSB sections. The results were then evaluated to determine the effects of the important geometric parameters on the resulting support condition at the junction between the flange and web elements. Effects of this improved support condition on the shear capacity of LSBs has been demonstrated by modifying the current AS/NZS 4600 design equations through the inclusion of a higher buckling coefficient.
Keywords: LiteSteel Beam (LSB), Shear buckling, Shear yielding, Cold-formed steel structures, Slender web and hollow flanges.
Citation countsare sourced monthly fromand citation databases.
These databases contain citations from different subsets of available publications and different time periods and thus the citation count from each is usually different. Some works are not in either database and no count is displayed. Scopus includes citations from articles published in 1996 onwards, and Web of Science generally from 1980 onwards.
Citations counts from theindexing service can be viewed at the linked Google Scholar™ search.
|Item Type:||Conference Paper|
|Additional Information:||For more information, please refer to the conference's website (see hypertext link) or contact the author.|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)|
|Divisions:||Current > Research Centres > Australian Research Centre for Aerospace Automation|
Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering
|Copyright Owner:||Copyright 2008 (please consult author)|
|Deposited On:||02 Jul 2008|
|Last Modified:||03 Mar 2011 15:45|
Repository Staff Only: item control page