Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis

Article

Springolo, Mario, Khennane, Amar and Van Erp, Gerard. 2006. "Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis ." International Journal of Materials and Product Technology. 25 (4), pp. 331-347.
Article Title

Design and analysis of a composite beam for infrastructure applications - Part III: experimental results and nonlinear FE analysis

ERA Journal ID3761
Article CategoryArticle
AuthorsSpringolo, Mario (Author), Khennane, Amar (Author) and Van Erp, Gerard (Author)
Journal TitleInternational Journal of Materials and Product Technology
Journal Citation25 (4), pp. 331-347
Year2006
Place of PublicationUnited Kingdom
ISSN0268-1900
1741-5209
Web Address (URL)http://www.inderscience.com/browse/index.php?journalCODE=ijmpt
Abstract

Using the analytical approaches developed, the cross section of the new fibre composite beam described in the prequels to this paper is designed in order to avert secondary failure modes. A series of specimens have been built and put through a thorough testing regime to establish the performance of the beam. To gain confidence in the analytical models and achieve further understanding of the beam behaviour, a rigorous nonlinear finite element analysis is also presented. It was found that the analytical model agreed relatively well with the experiment and the FE analysis, thus validating the underlying assumptions.

Keywordscomposite beam, nonlinear finite element, Abaqus, Python, bending, shear, moment shear interaction
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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