Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor

The effects of steel and polypropylene fibers on properties of concrete have been investigated. Concrete mixes with a characteristic strength of 30 MPa at 28 days were prepared. Steel fiber was used at dosage levels of 15, 25 and 45 kg/m3, whereas polypropylene fiber was included at dosage levels of...

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Main Authors: Mat Saliah, Soffian Noor, Md. Nor, Noorsuhada
Format: Research Reports
Language:English
Published: 2009
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Online Access:http://ir.uitm.edu.my/id/eprint/35620/1/35620.PDF
http://ir.uitm.edu.my/id/eprint/35620/
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spelling my.uitm.ir.356202020-10-30T06:10:44Z http://ir.uitm.edu.my/id/eprint/35620/ Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor Mat Saliah, Soffian Noor Md. Nor, Noorsuhada Structural engineering Structural analysis. Theory of structures Stability of structures. Structural failure Structural design Structural design for dynamic loads Structural optimization The effects of steel and polypropylene fibers on properties of concrete have been investigated. Concrete mixes with a characteristic strength of 30 MPa at 28 days were prepared. Steel fiber was used at dosage levels of 15, 25 and 45 kg/m3, whereas polypropylene fiber was included at dosage levels of 4.5, 6 and 9 kg/m3. It was found that the inclusion of both types of fibers reduce the workability of concrete with greater reduction at higher fiber dosage. Compressive strength was not significantly affected by the inclusion of fibers, but the inclusion of fibers seemed to reduce the tendency of concrete to undergo brittle failure under compressive load. Both types of fibers significantly enhance the flexural strength of concrete with steel fibers showing greater effect. Concrete containing fibers exhibited greater toughness and residual strength factor. Steel and polypropylene fibers did not have significant effects on splitting tensile strength and interfacial bond strength between steel and concrete. However, observation on failure pattern showed that the inclusion of both types of fibers prevented the concrete from breaking and splitting as well as reduced the tendency of steel reinforcement to undergo debonding. 2009-02 Research Reports NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/35620/1/35620.PDF Mat Saliah, Soffian Noor and Md. Nor, Noorsuhada (2009) Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor. [Research Reports] (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Structural engineering
Structural analysis. Theory of structures
Stability of structures. Structural failure
Structural design
Structural design for dynamic loads
Structural optimization
spellingShingle Structural engineering
Structural analysis. Theory of structures
Stability of structures. Structural failure
Structural design
Structural design for dynamic loads
Structural optimization
Mat Saliah, Soffian Noor
Md. Nor, Noorsuhada
Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor
description The effects of steel and polypropylene fibers on properties of concrete have been investigated. Concrete mixes with a characteristic strength of 30 MPa at 28 days were prepared. Steel fiber was used at dosage levels of 15, 25 and 45 kg/m3, whereas polypropylene fiber was included at dosage levels of 4.5, 6 and 9 kg/m3. It was found that the inclusion of both types of fibers reduce the workability of concrete with greater reduction at higher fiber dosage. Compressive strength was not significantly affected by the inclusion of fibers, but the inclusion of fibers seemed to reduce the tendency of concrete to undergo brittle failure under compressive load. Both types of fibers significantly enhance the flexural strength of concrete with steel fibers showing greater effect. Concrete containing fibers exhibited greater toughness and residual strength factor. Steel and polypropylene fibers did not have significant effects on splitting tensile strength and interfacial bond strength between steel and concrete. However, observation on failure pattern showed that the inclusion of both types of fibers prevented the concrete from breaking and splitting as well as reduced the tendency of steel reinforcement to undergo debonding.
format Research Reports
author Mat Saliah, Soffian Noor
Md. Nor, Noorsuhada
author_facet Mat Saliah, Soffian Noor
Md. Nor, Noorsuhada
author_sort Mat Saliah, Soffian Noor
title Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor
title_short Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor
title_full Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor
title_fullStr Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor
title_full_unstemmed Steel and polypropylene fiber as a mechanism in concrete properties improvement / Soffian Noor Mat Saliah, Noorsuhada Md. Nor
title_sort steel and polypropylene fiber as a mechanism in concrete properties improvement / soffian noor mat saliah, noorsuhada md. nor
publishDate 2009
url http://ir.uitm.edu.my/id/eprint/35620/1/35620.PDF
http://ir.uitm.edu.my/id/eprint/35620/
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score 13.211869