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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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主要作者: Muhammad Farhan, Soed
格式: Undergraduates Project Papers
語言:English
出版: 2016
主題:
Q Science (General)
TA Engineering (General). Civil engineering (General)
在線閱讀:http://umpir.ump.edu.my/id/eprint/15818/1/36.Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates.pdf
http://umpir.ump.edu.my/id/eprint/15818/
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spelling my.ump.umpir.158182023-05-18T09:09:55Z 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 pdf en http://umpir.ump.edu.my/id/eprint/15818/1/36.Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates.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.
institution Universiti Malaysia Pahang Al-Sultan Abdullah
building UMPSA Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang Al-Sultan Abdullah
content_source UMPSA Institutional Repository
url_provider http://umpir.ump.edu.my/
language 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/15818/1/36.Behaviour%20of%20lightweight%20beam%20using%20EPS%20beads%20as%20partial%20replacement%20of%20aggregates.pdf
http://umpir.ump.edu.my/id/eprint/15818/
_version_ 1822917990840008704
score 13.251813

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