Behaviour of lightweight beam using EPS beads as partial replacement of aggregates

Reinforced concrete is compulsory in nowadays building and they contain cement, aggregates, steel then mix with the water. The purpose of this mixture is sometimes different according what to be built. Fresh concrete can built into any shape and they are good in compression but weak in tension. The...

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Main Author:	Muhammad Farhan, Soed
Format:	Undergraduates Project Papers
Language:	English English English
Published:	2016
Subjects:	Q Science (General) TA Engineering (General). Civil engineering (General)
Online Access:	http://umpir.ump.edu.my/id/eprint/15818/ http://umpir.ump.edu.my/id/eprint/15818/ http://umpir.ump.edu.my/id/eprint/15818/1/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Table%20of%20contents%20-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf http://umpir.ump.edu.my/id/eprint/15818/2/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Abstract-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf http://umpir.ump.edu.my/id/eprint/15818/3/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Chapter%201%20-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf

id	ump-15818
recordtype	eprints
spelling	ump-158182016-12-20T01:30:36Z http://umpir.ump.edu.my/id/eprint/15818/ Behaviour of lightweight beam using EPS beads as partial replacement of aggregates Muhammad Farhan, Soed Q Science (General) TA Engineering (General). Civil engineering (General) Reinforced concrete is compulsory in nowadays building and they contain cement, aggregates, steel then mix with the water. The purpose of this mixture is sometimes different according what to be built. Fresh concrete can built into any shape and they are good in compression but weak in tension. The main objective of this study is to determine compressive strength and the cracking pattern of lightweight concrete to be used as normal beam by using polystyrene beads. The tests has been conducted to find compressive strength and the deflection of the beam. All the procedures are prepared accordingly, to assure the research objectives are applicable, and to secure proper sequence and smooth running of the entire flow, from start until end. Six samples had been prepapred, which two of them are ratio control, ratio and ratio 2 significantly. All six samples of the reinforced beam are concreted at Heavy Structure Laboratory, University Malaysia Pahang (UMP) and compressive strength test also conducted at same laboratory. The result that had been received are likely like the theory means that the ratio control will have the highest load compare the other two ratios. As conclusion, EPS can be used as extenuating agent in concrete. However, from the observation, we can hardly distinguish which of normal beam is stronger. Besides that, the development of the graph pattern for each sample is not consistent, thus explains the indifferences of the load bearing capacity. 2016-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/15818/1/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Table%20of%20contents%20-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/15818/2/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Abstract-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/15818/3/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Chapter%201%20-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf Muhammad Farhan, Soed (2016) Behaviour of lightweight beam using EPS beads as partial replacement of aggregates. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:98113&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	Q Science (General) TA Engineering (General). Civil engineering (General)
spellingShingle	Q Science (General) TA Engineering (General). Civil engineering (General) Muhammad Farhan, Soed Behaviour of lightweight beam using EPS beads as partial replacement of aggregates
description	Reinforced concrete is compulsory in nowadays building and they contain cement, aggregates, steel then mix with the water. The purpose of this mixture is sometimes different according what to be built. Fresh concrete can built into any shape and they are good in compression but weak in tension. The main objective of this study is to determine compressive strength and the cracking pattern of lightweight concrete to be used as normal beam by using polystyrene beads. The tests has been conducted to find compressive strength and the deflection of the beam. All the procedures are prepared accordingly, to assure the research objectives are applicable, and to secure proper sequence and smooth running of the entire flow, from start until end. Six samples had been prepapred, which two of them are ratio control, ratio and ratio 2 significantly. All six samples of the reinforced beam are concreted at Heavy Structure Laboratory, University Malaysia Pahang (UMP) and compressive strength test also conducted at same laboratory. The result that had been received are likely like the theory means that the ratio control will have the highest load compare the other two ratios. As conclusion, EPS can be used as extenuating agent in concrete. However, from the observation, we can hardly distinguish which of normal beam is stronger. Besides that, the development of the graph pattern for each sample is not consistent, thus explains the indifferences of the load bearing capacity.
format	Undergraduates Project Papers
author	Muhammad Farhan, Soed
author_facet	Muhammad Farhan, Soed
author_sort	Muhammad Farhan, Soed
title	Behaviour of lightweight beam using EPS beads as partial replacement of aggregates
title_short	Behaviour of lightweight beam using EPS beads as partial replacement of aggregates
title_full	Behaviour of lightweight beam using EPS beads as partial replacement of aggregates
title_fullStr	Behaviour of lightweight beam using EPS beads as partial replacement of aggregates
title_full_unstemmed	Behaviour of lightweight beam using EPS beads as partial replacement of aggregates
title_sort	behaviour of lightweight beam using eps beads as partial replacement of aggregates
publishDate	2016
url	http://umpir.ump.edu.my/id/eprint/15818/ http://umpir.ump.edu.my/id/eprint/15818/ http://umpir.ump.edu.my/id/eprint/15818/1/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Table%20of%20contents%20-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf http://umpir.ump.edu.my/id/eprint/15818/2/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Abstract-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf http://umpir.ump.edu.my/id/eprint/15818/3/Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates%20-%20Chapter%201%20-%20FKASA-Muhammad%20Farhan%20Soed-CD%2010219.pdf
first_indexed	2023-09-18T22:20:54Z
last_indexed	2023-09-18T22:20:54Z
_version_	1777415649500332032

Behaviour of lightweight beam using EPS beads as partial replacement of aggregates

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