Contribution of steel fiber in a small scale reinforced concrete beam

Since today, fiber reinforced concrete is one of the most realistic materials to develop the use of concrete in load-bearing structure. The hooked-end steel fiber with two different the aspect ratio were used in this study. They are 65 mm aspect ratio with 0.55mm in diameter and 35 mm in length and...

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Main Author:	Nonih, Gampuhur
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2015
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/12200/ http://umpir.ump.edu.my/id/eprint/12200/ http://umpir.ump.edu.my/id/eprint/12200/1/FKASA%20-%20NONIH%20GAMPUHUR%20%28CD9295%29.pdf http://umpir.ump.edu.my/id/eprint/12200/2/FKASA%20-%20NONIH%20GAMPUHUR%20-%20CHAP.1%20%28CD9295%29.pdf http://umpir.ump.edu.my/id/eprint/12200/3/FKASA%20-%20NONIH%20GAMPUHUR%20-%20CHAP.3%20%28CD9295%29.pdf

id	ump-12200
recordtype	eprints
spelling	ump-122002016-03-17T02:55:26Z http://umpir.ump.edu.my/id/eprint/12200/ Contribution of steel fiber in a small scale reinforced concrete beam Nonih, Gampuhur TA Engineering (General). Civil engineering (General) Since today, fiber reinforced concrete is one of the most realistic materials to develop the use of concrete in load-bearing structure. The hooked-end steel fiber with two different the aspect ratio were used in this study. They are 65 mm aspect ratio with 0.55mm in diameter and 35 mm in length and 0.75 mm in diameter, 60 mm in length with 80 mm in aspect ratio. The volume fraction for both of steel fiber used is 1%. There are four concrete batches and each of batches consists of 3 beam specimens with dimension 750 mm x150 mm x150 mm and 6 cube specimens with 150 mm x 150 mm x 150 mm dimension. The beams were tested at 28 days under two-point load. The result showed that the addition of steel fiber in concrete improved the first cracking load, ultimate load, and ductility of the concrete beam. In comparison in terms of concrete compressive strength, SF35 improved for 12.94% and SF60 improved for 26.51% at 7days. Meanwhile, the compressive strength improved for 14.15% and 23.58% at 28 days for SF35 and SF60, respectively. The first crack (Pcr) was determined for the result obtained in experimental and SFRC showed significant increases to first crack load over conventional reinforced concrete beam. The SFRC beam with SF35 increased for 56.33% and SF60 for 68.67% for ultimate load (Pu), when compared to conventional reinforced concrete beam. This shows that longest SF was effective in resisting beam ultimate load compared with shortest SF. 2015 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/12200/1/FKASA%20-%20NONIH%20GAMPUHUR%20%28CD9295%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12200/2/FKASA%20-%20NONIH%20GAMPUHUR%20-%20CHAP.1%20%28CD9295%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/12200/3/FKASA%20-%20NONIH%20GAMPUHUR%20-%20CHAP.3%20%28CD9295%29.pdf Nonih, Gampuhur (2015) Contribution of steel fiber in a small scale reinforced concrete beam. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92260&theme=UMP2
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Malaysia Pahang
building	UMP Institutional Repository
collection	Online Access
language	English English English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nonih, Gampuhur Contribution of steel fiber in a small scale reinforced concrete beam
description	Since today, fiber reinforced concrete is one of the most realistic materials to develop the use of concrete in load-bearing structure. The hooked-end steel fiber with two different the aspect ratio were used in this study. They are 65 mm aspect ratio with 0.55mm in diameter and 35 mm in length and 0.75 mm in diameter, 60 mm in length with 80 mm in aspect ratio. The volume fraction for both of steel fiber used is 1%. There are four concrete batches and each of batches consists of 3 beam specimens with dimension 750 mm x150 mm x150 mm and 6 cube specimens with 150 mm x 150 mm x 150 mm dimension. The beams were tested at 28 days under two-point load. The result showed that the addition of steel fiber in concrete improved the first cracking load, ultimate load, and ductility of the concrete beam. In comparison in terms of concrete compressive strength, SF35 improved for 12.94% and SF60 improved for 26.51% at 7days. Meanwhile, the compressive strength improved for 14.15% and 23.58% at 28 days for SF35 and SF60, respectively. The first crack (Pcr) was determined for the result obtained in experimental and SFRC showed significant increases to first crack load over conventional reinforced concrete beam. The SFRC beam with SF35 increased for 56.33% and SF60 for 68.67% for ultimate load (Pu), when compared to conventional reinforced concrete beam. This shows that longest SF was effective in resisting beam ultimate load compared with shortest SF.
format	Undergraduates Project Papers
author	Nonih, Gampuhur
author_facet	Nonih, Gampuhur
author_sort	Nonih, Gampuhur
title	Contribution of steel fiber in a small scale reinforced concrete beam
title_short	Contribution of steel fiber in a small scale reinforced concrete beam
title_full	Contribution of steel fiber in a small scale reinforced concrete beam
title_fullStr	Contribution of steel fiber in a small scale reinforced concrete beam
title_full_unstemmed	Contribution of steel fiber in a small scale reinforced concrete beam
title_sort	contribution of steel fiber in a small scale reinforced concrete beam
publishDate	2015
url	http://umpir.ump.edu.my/id/eprint/12200/ http://umpir.ump.edu.my/id/eprint/12200/ http://umpir.ump.edu.my/id/eprint/12200/1/FKASA%20-%20NONIH%20GAMPUHUR%20%28CD9295%29.pdf http://umpir.ump.edu.my/id/eprint/12200/2/FKASA%20-%20NONIH%20GAMPUHUR%20-%20CHAP.1%20%28CD9295%29.pdf http://umpir.ump.edu.my/id/eprint/12200/3/FKASA%20-%20NONIH%20GAMPUHUR%20-%20CHAP.3%20%28CD9295%29.pdf
first_indexed	2023-09-18T22:13:36Z
last_indexed	2023-09-18T22:13:36Z
_version_	1777415189768962048

Contribution of steel fiber in a small scale reinforced concrete beam

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