Soft drink cans clipping as fibre reinforcement in concrete mix

Reinforced concrete structure still face the same problem of uncontrolled flexural strength that can allow cracks occurred on the structure surface and can reach to the reinforcement bar. This problem can be overcome by adding some additive materials such as fiber. This study was conducted to examin...

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Main Author: Muhammad Amar Aizat, Abdullah
Format: Undergraduates Project Papers
Language:English
Published: 2014
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Online Access:http://umpir.ump.edu.my/id/eprint/9373/1/MUHAMMAD%20AMAR%20AIZAT%20BIN%20ABDULLAH.PDF
http://umpir.ump.edu.my/id/eprint/9373/
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spelling my.ump.umpir.93732021-07-21T03:09:50Z http://umpir.ump.edu.my/id/eprint/9373/ Soft drink cans clipping as fibre reinforcement in concrete mix Muhammad Amar Aizat, Abdullah TA Engineering (General). Civil engineering (General) Reinforced concrete structure still face the same problem of uncontrolled flexural strength that can allow cracks occurred on the structure surface and can reach to the reinforcement bar. This problem can be overcome by adding some additive materials such as fiber. This study was conducted to examine hardened properties of plain concrete and fibers reinforced concrete based on wet properties and mechanical properties. The second objective is to determine the flexural behavior and mid-span deflection of soft drink cans fiber reinforced concrete beam and conventional beam. Two percentages (1% and 3%) of aluminum fiber based on weight of cement were incorporated to the mix design. Aluminum is the most abundant metal in the earth's crust. It is produced from bauxite, a clay-like ore that is rich in aluminum compounds. The performance of cube was analyzed in term of their compressive strength and the values increase with increase the length of curing days, but the fiber amount for the mix in more than 1% makes the bond between cement and aggregates less. The cylinder was testing in term of their indirect tensile strength and the result show increment significantly by about 1% at 28 days. For the rest of mixes, adding fibers has no major effect. Soft drink cans aluminum fiber reinforced concrete can be used to achieve the concrete performance in term of flexural strength. Flexural behavior of soft drink cans aluminum fiber reinforced concrete and plain concrete are much better compared to theoretical in term of ultimate load. All the results for mid-span deflection also achieved the theory calculation based on ACI 318-05. The soft drink cans aluminum fiber controls the cracking behavior of the specimens. Although the soft drink cans aluminum fiber reinforced concrete beam has more cracks compare to plain concrete, but the crack width is smaller. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9373/1/MUHAMMAD%20AMAR%20AIZAT%20BIN%20ABDULLAH.PDF Muhammad Amar Aizat, Abdullah (2014) Soft drink cans clipping as fibre reinforcement in concrete mix. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang.
institution Universiti Malaysia Pahang
building UMP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Pahang
content_source UMP Institutional Repository
url_provider http://umpir.ump.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Muhammad Amar Aizat, Abdullah
Soft drink cans clipping as fibre reinforcement in concrete mix
description Reinforced concrete structure still face the same problem of uncontrolled flexural strength that can allow cracks occurred on the structure surface and can reach to the reinforcement bar. This problem can be overcome by adding some additive materials such as fiber. This study was conducted to examine hardened properties of plain concrete and fibers reinforced concrete based on wet properties and mechanical properties. The second objective is to determine the flexural behavior and mid-span deflection of soft drink cans fiber reinforced concrete beam and conventional beam. Two percentages (1% and 3%) of aluminum fiber based on weight of cement were incorporated to the mix design. Aluminum is the most abundant metal in the earth's crust. It is produced from bauxite, a clay-like ore that is rich in aluminum compounds. The performance of cube was analyzed in term of their compressive strength and the values increase with increase the length of curing days, but the fiber amount for the mix in more than 1% makes the bond between cement and aggregates less. The cylinder was testing in term of their indirect tensile strength and the result show increment significantly by about 1% at 28 days. For the rest of mixes, adding fibers has no major effect. Soft drink cans aluminum fiber reinforced concrete can be used to achieve the concrete performance in term of flexural strength. Flexural behavior of soft drink cans aluminum fiber reinforced concrete and plain concrete are much better compared to theoretical in term of ultimate load. All the results for mid-span deflection also achieved the theory calculation based on ACI 318-05. The soft drink cans aluminum fiber controls the cracking behavior of the specimens. Although the soft drink cans aluminum fiber reinforced concrete beam has more cracks compare to plain concrete, but the crack width is smaller.
format Undergraduates Project Papers
author Muhammad Amar Aizat, Abdullah
author_facet Muhammad Amar Aizat, Abdullah
author_sort Muhammad Amar Aizat, Abdullah
title Soft drink cans clipping as fibre reinforcement in concrete mix
title_short Soft drink cans clipping as fibre reinforcement in concrete mix
title_full Soft drink cans clipping as fibre reinforcement in concrete mix
title_fullStr Soft drink cans clipping as fibre reinforcement in concrete mix
title_full_unstemmed Soft drink cans clipping as fibre reinforcement in concrete mix
title_sort soft drink cans clipping as fibre reinforcement in concrete mix
publishDate 2014
url http://umpir.ump.edu.my/id/eprint/9373/1/MUHAMMAD%20AMAR%20AIZAT%20BIN%20ABDULLAH.PDF
http://umpir.ump.edu.my/id/eprint/9373/
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score 13.160551