Three dimensional finite element analysis of concrete filled FRP tubular model piles under lateral loads
Paper
Paper/Presentation Title | Three dimensional finite element analysis of concrete filled FRP tubular model piles under lateral loads |
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Presentation Type | Paper |
Authors | Hardeo, Pravendra (Author) and Karunasena, W. (Karu) (Author) |
Editors | Bandyopadhyay, Sri, Zeng, Q., Berndt, Christopher C., Rizkalla, S., Gowripalan, N. and Matison, Janison |
Journal or Proceedings Title | Developments in Composites : Advanced, Infrastructure, Natural and Nanocomposites |
Number of Pages | 6 |
Year | 2006 |
Place of Publication | Sydney, Australia |
ISBN | 0733423639 |
Web Address (URL) of Paper | http://www.simpas.unsw.edu.au/pmp/acun-5/home.htm |
Conference/Event | ACUN-5 International Composites Conference |
Event Details | ACUN-5 International Composites Conference Event Date 11 to end of 14 Jul 2006 Event Location 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. |
Keywords | concrete; lateral loads; ABAQAS |
ANZSRC Field of Research 2020 | 401001. Engineering design |
400510. Structural engineering | |
401602. Composite and hybrid materials | |
Public Notes | 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 |
Byline Affiliations | James Cook University |
https://research.usq.edu.au/item/9y7qv/three-dimensional-finite-element-analysis-of-concrete-filled-frp-tubular-model-piles-under-lateral-loads
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