Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion

Springolo, Mario and Van Erp, Gerard and Khennane, Amar (2006) Design and analysis of a composite beam for infrastructure applications - Part II: preliminary investigation in shear and torsion. International Journal of Materials and Product Technology, 25 (4). pp. 313-331. ISSN 0268-1900

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Abstract

Bending behaviour was dealt with in the preceding prequel, its associated failure modes identified, and a simplified theoretical approach was proposed for design purposes. However, this approach would not be complete without a simplified method for estimating the shear resistance of the beam and its torsional response.


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Item Type: Article (Commonwealth Reporting Category C)
Refereed: Yes
Item Status: Live Archive
Depositing User: epEditor USQ
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering
Date Deposited: 11 Oct 2007 00:27
Last Modified: 02 Jul 2013 22:33
Uncontrolled Keywords: composite beam, shear resistance, lateral torsion, moment-shear interaction, lateral buckling
Fields of Research (FOR2008): 09 Engineering > 0905 Civil Engineering > 090502 Construction Engineering
URI: http://eprints.usq.edu.au/id/eprint/712

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