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Plastic mechanism analysis of CHS stub columns strengthened using CFRP

Elchalakani, Mohamed and Bambach, M. R (2007) Plastic mechanism analysis of CHS stub columns strengthened using CFRP. Electronic Journal of Structural Engineering, 7. pp. 51-57. ISSN 1443-9255

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Abstract

This paper presents a plastic mechanism analysis for circular hollow section (CHS) tubes strengthened using carbon fiber reinforced polymer (CFRP) deforming in an axi-symmetric (elephant foot) collapse mode under large deformation axial loading. The collapse proceeded progressively by folding about three concentrated hinge lines and hoop extension of the shell. An expression for the plastic collapse axial load was obtained by equating the total energy absorbed in bending and extension to the external work carried out during deformation of the tube. The newly derived mathematical model takes into account the contribution of the CFRP towards energy absorption during collapse. Comparisons of the predicted instantaneous post-buckling collapse loads with those obtained from experiments carried out elsewhere show good agreement.

Item Type: Article
Uncontrolled Keywords: ResPubID16442, plastic mechanism analysis, circular hollow section (CHS) tubes, carbon fiber reinforced polymer (CFRP), axi-symmetric (elephant foot) collapse mode, deformation axial loading, plastic collapse axial load, energy absorption during collapse, post-buckling collapse loads
Subjects: FOR Classification > 0905 Civil Engineering
Faculty/School/Research Centre/Department > School of Engineering and Science
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Depositing User: VUIR
Date Deposited: 11 Oct 2011 00:36
Last Modified: 21 May 2012 04:53
URI: http://vuir.vu.edu.au/id/eprint/6250
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Citations in Scopus: 2 - View on Scopus

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