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

Article

Springolo, Mario, 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.
Article Title

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

ERA Journal ID3761
Article CategoryArticle
AuthorsSpringolo, Mario (Author), Van Erp, Gerard (Author) and Khennane, Amar (Author)
Journal TitleInternational Journal of Materials and Product Technology
Journal Citation25 (4), pp. 313-331
Year2006
Place of PublicationUnited Kingdom
ISSN0268-1900
1741-5209
Web Address (URL)http://www.inderscience.com/browse/index.php?journalCODE=ijmpt
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.

Keywordscomposite beam, shear resistance, lateral torsion, moment-shear interaction, lateral buckling
ANZSRC Field of Research 2020400504. Construction engineering
Byline AffiliationsDepartment of Agricultural, Civil and Environmental Engineering
Centre of Excellence in Engineered Fibre Composites
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