Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal

Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal

Nowadays, it has been found that high strength concrete (HSC) is applicable for high-rise construction or multy-storey building. In Malaysia, Kuala Lumpur Twin Tower or KLCC was used HSC at grade 80 MPa for columns and ring beams on the lower floor of towers. Silica fume also was employed as cement...

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Format: Student Project
Language:English
Published: Faculty of Civil Engineering 2003
Online Access:http://ir.uitm.edu.my/id/eprint/18057/
http://ir.uitm.edu.my/id/eprint/18057/1/PPb_AZIZAN%20ZAINAL%20EC%2003_5.pdf
id uitm-18057
recordtype eprints
spelling uitm-180572017-10-31T06:49:33Z http://ir.uitm.edu.my/id/eprint/18057/ Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal Nowadays, it has been found that high strength concrete (HSC) is applicable for high-rise construction or multy-storey building. In Malaysia, Kuala Lumpur Twin Tower or KLCC was used HSC at grade 80 MPa for columns and ring beams on the lower floor of towers. Silica fume also was employed as cement replacement of HSC for the construction of KLCC to increase compressive strength of concrete. However, high strength silica fumes concrete without reinforcement is still a brittle material which has low tensile strength and strain capacities, weak to resist against crack propagation, impact, creep, fracture toughness and also has low ductility. The combination of SF (as cement replacement) and polyester (PL) fiber (as admixture material) in HSC will enhanced and improved the mechanical properties of HSC. This research is an experimental investigation on the compressive and flexural behaviour of 60 MPa HSC due to 12% and 16% SF (as cement replacement) and 1.0% PL fiber (as admixture material) at 0.35 water cement ratio. Plain concrete is used as control specimen done by Ramli Ishak (2003). The present of 1% PL with 12%SF caused an increase in compressive strength, however 1% PL with 16% SF caused a slight decrease in compressive strength. The present of 1% PL also increased the flexural strength. Fiber also controlled crack propagation and acted as tensile reinforcement. Faculty of Civil Engineering 2003 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/18057/1/PPb_AZIZAN%20ZAINAL%20EC%2003_5.pdf UNSPECIFIED (2003) Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal. [Student Project] (Unpublished)
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
description Nowadays, it has been found that high strength concrete (HSC) is applicable for high-rise construction or multy-storey building. In Malaysia, Kuala Lumpur Twin Tower or KLCC was used HSC at grade 80 MPa for columns and ring beams on the lower floor of towers. Silica fume also was employed as cement replacement of HSC for the construction of KLCC to increase compressive strength of concrete. However, high strength silica fumes concrete without reinforcement is still a brittle material which has low tensile strength and strain capacities, weak to resist against crack propagation, impact, creep, fracture toughness and also has low ductility. The combination of SF (as cement replacement) and polyester (PL) fiber (as admixture material) in HSC will enhanced and improved the mechanical properties of HSC. This research is an experimental investigation on the compressive and flexural behaviour of 60 MPa HSC due to 12% and 16% SF (as cement replacement) and 1.0% PL fiber (as admixture material) at 0.35 water cement ratio. Plain concrete is used as control specimen done by Ramli Ishak (2003). The present of 1% PL with 12%SF caused an increase in compressive strength, however 1% PL with 16% SF caused a slight decrease in compressive strength. The present of 1% PL also increased the flexural strength. Fiber also controlled crack propagation and acted as tensile reinforcement.
format Student Project
title Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal
spellingShingle Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal
title_short Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal
title_full Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal
title_fullStr Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal
title_full_unstemmed Flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / Azizan Zainal
title_sort flexural and compressive behaviour of composite concrete reinforced with 1.0% of polyester / azizan zainal
publisher Faculty of Civil Engineering
publishDate 2003
url http://ir.uitm.edu.my/id/eprint/18057/
http://ir.uitm.edu.my/id/eprint/18057/1/PPb_AZIZAN%20ZAINAL%20EC%2003_5.pdf
first_indexed 2023-09-18T22:59:40Z
last_indexed 2023-09-18T22:59:40Z
_version_ 1777418088109572096

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