Behavior of steel fibre in reinforced recycled concrete aggregate beam

This paper is to investigate the effects of replacing natural coarse aggregates (NCA) with recycled concrete aggregates (RCA) and additional of steel fibres (SF) on compressive strength and flexural strength of concrete. There are four beams are provided with concrete mix design in this project by p...

Full description

Bibliographic Details
Main Author:	Nur Syuhada, Thobari
Format:	Undergraduates Project Papers
Language:	English English English English
Published:	2017
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/21707/ http://umpir.ump.edu.my/id/eprint/21707/ http://umpir.ump.edu.my/id/eprint/21707/1/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21707/2/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/21707/3/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21707/4/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20References.pdf

id	ump-21707
recordtype	eprints
spelling	ump-217072018-09-12T03:39:36Z http://umpir.ump.edu.my/id/eprint/21707/ Behavior of steel fibre in reinforced recycled concrete aggregate beam Nur Syuhada, Thobari TA Engineering (General). Civil engineering (General) This paper is to investigate the effects of replacing natural coarse aggregates (NCA) with recycled concrete aggregates (RCA) and additional of steel fibres (SF) on compressive strength and flexural strength of concrete. There are four beams are provided with concrete mix design in this project by partial replacing NCA by 25% RCA and by adding 0%, 1% and 2% of SF. To determine the flexural strength, the beams of size 150mm X 250mm X 1500 mm were casted. To determine compressive strength of concrete mix, 24 cubes of size 150mm x 150mm x 150mm were prepared and tested after the period of 7 and 28 days of water curing. 2017-06 Undergraduates Project Papers NonPeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/21707/1/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Table%20of%20contents.pdf pdf en http://umpir.ump.edu.my/id/eprint/21707/2/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Abstract.pdf pdf en http://umpir.ump.edu.my/id/eprint/21707/3/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Chapter%201.pdf pdf en http://umpir.ump.edu.my/id/eprint/21707/4/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20References.pdf Nur Syuhada, Thobari (2017) Behavior of steel fibre in reinforced recycled concrete aggregate beam. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:102754&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 English
topic	TA Engineering (General). Civil engineering (General)
spellingShingle	TA Engineering (General). Civil engineering (General) Nur Syuhada, Thobari Behavior of steel fibre in reinforced recycled concrete aggregate beam
description	This paper is to investigate the effects of replacing natural coarse aggregates (NCA) with recycled concrete aggregates (RCA) and additional of steel fibres (SF) on compressive strength and flexural strength of concrete. There are four beams are provided with concrete mix design in this project by partial replacing NCA by 25% RCA and by adding 0%, 1% and 2% of SF. To determine the flexural strength, the beams of size 150mm X 250mm X 1500 mm were casted. To determine compressive strength of concrete mix, 24 cubes of size 150mm x 150mm x 150mm were prepared and tested after the period of 7 and 28 days of water curing.
format	Undergraduates Project Papers
author	Nur Syuhada, Thobari
author_facet	Nur Syuhada, Thobari
author_sort	Nur Syuhada, Thobari
title	Behavior of steel fibre in reinforced recycled concrete aggregate beam
title_short	Behavior of steel fibre in reinforced recycled concrete aggregate beam
title_full	Behavior of steel fibre in reinforced recycled concrete aggregate beam
title_fullStr	Behavior of steel fibre in reinforced recycled concrete aggregate beam
title_full_unstemmed	Behavior of steel fibre in reinforced recycled concrete aggregate beam
title_sort	behavior of steel fibre in reinforced recycled concrete aggregate beam
publishDate	2017
url	http://umpir.ump.edu.my/id/eprint/21707/ http://umpir.ump.edu.my/id/eprint/21707/ http://umpir.ump.edu.my/id/eprint/21707/1/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Table%20of%20contents.pdf http://umpir.ump.edu.my/id/eprint/21707/2/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Abstract.pdf http://umpir.ump.edu.my/id/eprint/21707/3/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20Chapter%201.pdf http://umpir.ump.edu.my/id/eprint/21707/4/Behavior%20of%20steel%20fibre%20in%20reinforced%20recycled%20concrete%20aggregate%20beam%20-%20References.pdf
first_indexed	2023-09-18T22:31:57Z
last_indexed	2023-09-18T22:31:57Z
_version_	1777416344843583488

Behavior of steel fibre in reinforced recycled concrete aggregate beam

Similar Items