The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder

Recently, Fiber Reinforced Polymer (FRP) wrapping technique has been used as an alternative to retrofit concrete members especially in columns. FRPs based on natural fibers are new materials used in wrapping technique and are an alternative to synthetic fibers. The ability of bio-composites as an el...

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Main Authors: Mahjoub, R., Yatim, J. M., Sam, A. M., Zulkarnain, N. A., Raftari, M.
Format: Article
Published: Elsevier Ltd 2016
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Online Access:http://eprints.utm.my/id/eprint/73638/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963620227&doi=10.1016%2fj.matpr.2016.01.130&partnerID=40&md5=8015a837d278b8995e6e7a5e18e90146
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spelling my.utm.736382017-11-28T06:27:34Z http://eprints.utm.my/id/eprint/73638/ The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder Mahjoub, R. Yatim, J. M. Sam, A. M. Zulkarnain, N. A. Raftari, M. TA Engineering (General). Civil engineering (General) Recently, Fiber Reinforced Polymer (FRP) wrapping technique has been used as an alternative to retrofit concrete members especially in columns. FRPs based on natural fibers are new materials used in wrapping technique and are an alternative to synthetic fibers. The ability of bio-composites as an element to wrap concrete columns was studied in this study. This research is a laboratory experiment conducted on the performance of concrete columns subjected to axial compressive load. Many samples of plain concrete cylinders were prepared for testing which consists of unwrapped samples, samples wrapped with glass FRP and Kenaf FRP. Elsevier Ltd 2016 Article PeerReviewed Mahjoub, R. and Yatim, J. M. and Sam, A. M. and Zulkarnain, N. A. and Raftari, M. (2016) The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder. Materials Today: Proceedings, 3 (2). pp. 459-463. ISSN 2214-7853 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963620227&doi=10.1016%2fj.matpr.2016.01.130&partnerID=40&md5=8015a837d278b8995e6e7a5e18e90146
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mahjoub, R.
Yatim, J. M.
Sam, A. M.
Zulkarnain, N. A.
Raftari, M.
The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder
description Recently, Fiber Reinforced Polymer (FRP) wrapping technique has been used as an alternative to retrofit concrete members especially in columns. FRPs based on natural fibers are new materials used in wrapping technique and are an alternative to synthetic fibers. The ability of bio-composites as an element to wrap concrete columns was studied in this study. This research is a laboratory experiment conducted on the performance of concrete columns subjected to axial compressive load. Many samples of plain concrete cylinders were prepared for testing which consists of unwrapped samples, samples wrapped with glass FRP and Kenaf FRP.
format Article
author Mahjoub, R.
Yatim, J. M.
Sam, A. M.
Zulkarnain, N. A.
Raftari, M.
author_facet Mahjoub, R.
Yatim, J. M.
Sam, A. M.
Zulkarnain, N. A.
Raftari, M.
author_sort Mahjoub, R.
title The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder
title_short The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder
title_full The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder
title_fullStr The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder
title_full_unstemmed The Use of kenaf Fiber Reinforced Polymer to confine the concrete cylinder
title_sort use of kenaf fiber reinforced polymer to confine the concrete cylinder
publisher Elsevier Ltd
publishDate 2016
url http://eprints.utm.my/id/eprint/73638/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84963620227&doi=10.1016%2fj.matpr.2016.01.130&partnerID=40&md5=8015a837d278b8995e6e7a5e18e90146
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score 13.209306