Behaviour of reinforced concrete beams with opening added with kenaf fiber
This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to pro...
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ump-278102020-02-11T08:48:44Z http://umpir.ump.edu.my/id/eprint/27810/ Behaviour of reinforced concrete beams with opening added with kenaf fiber Nazmin, Zulaili TA Engineering (General). Civil engineering (General) This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to produce beam with kenaf volume fractions, Vf of 0%, 1% and 2%. The compressive strength, flexural strength of kenaf fiber reinforced concrete (KFRC) specimens are presented and compared to the behaviour of plain concrete control specimens. The experimental results indicate that the behaviour of KFRC and compression test were both decreasing with increasing volume of fraction. 2018-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/27810/1/Behaviour%20of%20reinforced%20concrete%20beams%20with%20opening%20added%20with%20kenaf.pdf Nazmin, Zulaili (2018) Behaviour of reinforced concrete beams with opening added with kenaf fiber. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. https://efind.ump.edu.my/cgi-bin/koha/opac-detail.pl?biblionumber=91005 |
repository_type |
Digital Repository |
institution_category |
Local University |
institution |
Universiti Malaysia Pahang |
building |
UMP Institutional Repository |
collection |
Online Access |
language |
English |
topic |
TA Engineering (General). Civil engineering (General) |
spellingShingle |
TA Engineering (General). Civil engineering (General) Nazmin, Zulaili Behaviour of reinforced concrete beams with opening added with kenaf fiber |
description |
This paper presents the findings of an experimental research program that was conducted to improve the structural behaviour of natural fiber reinforced concrete (FRC) beam with opening at end which is made using kenaf fiber. Appropriate mixture proportions and mixing procedures are calculated to produce beam with kenaf volume fractions, Vf of 0%, 1% and 2%. The compressive strength, flexural strength of kenaf fiber reinforced concrete (KFRC) specimens are presented and compared to the behaviour of plain concrete control specimens. The experimental results indicate that the behaviour of KFRC and compression test were both decreasing with increasing volume of fraction. |
format |
Undergraduates Project Papers |
author |
Nazmin, Zulaili |
author_facet |
Nazmin, Zulaili |
author_sort |
Nazmin, Zulaili |
title |
Behaviour of reinforced concrete beams with opening added with kenaf fiber |
title_short |
Behaviour of reinforced concrete beams with opening added with kenaf fiber |
title_full |
Behaviour of reinforced concrete beams with opening added with kenaf fiber |
title_fullStr |
Behaviour of reinforced concrete beams with opening added with kenaf fiber |
title_full_unstemmed |
Behaviour of reinforced concrete beams with opening added with kenaf fiber |
title_sort |
behaviour of reinforced concrete beams with opening added with kenaf fiber |
publishDate |
2018 |
url |
http://umpir.ump.edu.my/id/eprint/27810/ http://umpir.ump.edu.my/id/eprint/27810/ http://umpir.ump.edu.my/id/eprint/27810/1/Behaviour%20of%20reinforced%20concrete%20beams%20with%20opening%20added%20with%20kenaf.pdf |
first_indexed |
2023-09-18T22:43:37Z |
last_indexed |
2023-09-18T22:43:37Z |
_version_ |
1777417078783868928 |