Shear strength and design of litesteel beams

& (2011) Shear strength and design of litesteel beams. In Lam, N, Setunge, S, Fragomeni, S, & Venkatesan, S (Eds.) Incorporating Sustainable Practice in Mechanics and Structures of Materials. Taylor and Francis Group, United Kingdom, pp. 715-719.

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This paper presents the details of a parametric study based on finite element analyses (FEA) and development of design rules for the shear strength of a recently developed, cold-formed steel channel beam known as LiteSteel Beam (LSB). The LSB sections are commonly used as flexural members in residential, in-dustrial and commercial buildings. In order to ensure safe and efficient designs of LSBs, many research stu-dies have been undertaken on the flexural behaviour of LSBs. However, no research has been undertaken on the shear behaviour of LSBs. Therefore a detailed investigation including both numerical and experimental studies was undertaken to investigate the shear behaviour of LSBs. Both the experimental and FEA parametric study results showed that the current design rules in cold-formed steel design codes are very conservative for the shear design of LSBs. New shear strength equations for LSBs were proposed based on the experimental and FEA parametric study results.

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ID Code: 41198
Item Type: Chapter in Book, Report or Conference volume (Conference contribution)
ORCID iD:
Poologanathan, Keerthanorcid.org/0000-0002-5116-4115
Mahendran, Mahenorcid.org/0000-0001-7306-8821
Measurements or Duration: 5 pages
Event Title: Australian Conference on the Mechanics of Structures and Materials
Event Dates: 2010-12-07 - 2010-12-10
Event Location: Melbourne, Australia
DOI: 10.1201/b10571-129
ISBN: 9780415616577
Pure ID: 32015733
Divisions: Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering
Past > Schools > School of Urban Development
Past > QUT Faculties & Divisions > Science & Engineering Faculty
Copyright Owner: Copyright 2010 please consult the authors
Copyright Statement: This work is covered by copyright. Unless the document is being made available under a Creative Commons Licence, you must assume that re-use is limited to personal use and that permission from the copyright owner must be obtained for all other uses. If the document is available under a Creative Commons License (or other specified license) then refer to the Licence for details of permitted re-use. It is a condition of access that users recognise and abide by the legal requirements associated with these rights. If you believe that this work infringes copyright please provide details by email to qut.copyright@qut.edu.au
Deposited On: 11 Apr 2011 11:19
Last Modified: 11 Nov 2026 17:54