Utilisation of fibre reinforced polymer (FRP) composites in the confinement of concrete

Conference paper

Ciupala, A., Pilakoutas, K. and Mortazavi, A.A. 2007. Utilisation of fibre reinforced polymer (FRP) composites in the confinement of concrete. Proceedings of Advances in Computing and Technology. (AC&T) The School of Computing and Technology 2nd Annual Conference University of East London pp. 145-150
AuthorsCiupala, A., Pilakoutas, K. and Mortazavi, A.A.
TypeConference paper
Abstract

This paper presents an experimental investigation carried out on concrete cylinders
confined with fibre reinforced polymers (FRP), subjected to monotonic and cyclic loading.
Carbon fibres (CFRP) were used as confining material for the concrete specimens. The failure
mode, reinforcement ratio based on jacket thickness and type of loading are examined. The study
shows that external confinement of concrete can enhance its strength and ductility as well as result
in large energy absorption capacity. This has important safety implications, especially in regions
with seismic activity.

Keywordsreinforced concrete; fibre reinforced polymers
Year2007
ConferenceProceedings of Advances in Computing and Technology
Publisher's version
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CC BY-ND
Publication dates
Print2007
Publication process dates
Deposited21 Jul 2010
Web address (URL)http://www.uel.ac.uk/act/proceedings/documents/ACT07.pdf
http://hdl.handle.net/10552/878
Additional information

Citation:
Ciupala, M.A.; Pilakoutas, K.; Mortazavi, A.A. (2007) ‘Utilisation of fibre reinforced polymer (FRP) composites in the confinement of concrete’ Proceedings of Advances in Computing and Technology, (AC&T) The School of Computing and Technology 2nd Annual Conference, University of East London, pp.145-150.

Place of publicationUniversity of East London
Page range145-150
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