Three dimensional finite element analysis of concrete filled FRP tubular model piles under lateral loads

Hardeo, Pravendra and Karunasena, W. (Karu) (2006) Three dimensional finite element analysis of concrete filled FRP tubular model piles under lateral loads. In: International Composites Conference (ACUN-5), 11-14 July 2006, Sydney, Australia.

Abstract

An investigation of the lateral load capacity of model concrete filled FRP tubular composite piles was carried out. Model composite piles which formed a basis for the development of a three dimensional finite element model (FEM) using the ABAQUS analysis package were tested in a sand filled chamber at James Cook University. The results from the laboratory model piles and the FEM analysis provide a clear indication of the superiority of the FRP composite pile over its traditional counterpart under lateral load conditions.


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Item Type: Conference or Workshop Item (Commonwealth Reporting Category E) (Paper)
Refereed: Yes
Item Status: Live Archive
Additional Information: This paper received best research paper award in the infrastructure related applications category at the ACUN-5 International Composite Conference in Sydney in July 2006
Depositing User: ePrints Administrator
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering
Date Deposited: 07 Nov 2007 03:52
Last Modified: 02 Jul 2013 22:53
Uncontrolled Keywords: concrete; lateral loads; ABAQAS
Fields of Research (FOR2008): 12 Built Environment and Design > 1204 Engineering Design > 120405 Models of Engineering Design
09 Engineering > 0905 Civil Engineering > 090506 Structural Engineering
09 Engineering > 0912 Materials Engineering > 091202 Composite and Hybrid Materials
Socio-Economic Objective (SEO2008): B Economic Development > 87 Construction > 8703 Construction Materials Performance and Processes > 870301 Cement and Concrete Materials
URI: http://eprints.usq.edu.au/id/eprint/3493

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