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) |
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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 |
Faculty/School / Institute/Centre: | Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering (Up to 30 Jun 2013) |
Faculty/School / Institute/Centre: | Historic - Faculty of Engineering and Surveying - Department of Agricultural, Civil and Environmental Engineering (Up to 30 Jun 2013) |
Date Deposited: | 07 Nov 2007 03:52 |
Last Modified: | 02 Jul 2013 22:53 |
Uncontrolled Keywords: | concrete; lateral loads; ABAQAS |
Fields of Research (2008): | 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 Objectives (2008): | 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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