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Flexural strength of recycled concrete aggregate and high strength steel rebar

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Bibliographic Details
Main Author: Mohd Shahrul Izwan, Razmi
Other Authors: Syakirah Afiza Mohammed
Format: Learning Object
Language:English
Published: Universiti Malaysia Perlis (UniMAP) 2013
Subjects:
Concrete mixes
Flexural strength
Recycle concrete aggregate
Steel rebar
Aggregates
Online Access:http://dspace.unimap.edu.my/xmlui/handle/123456789/24137
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spelling my.unimap-241372013-03-26T14:45:51Z Flexural strength of recycled concrete aggregate and high strength steel rebar Mohd Shahrul Izwan, Razmi Syakirah Afiza Mohammed Concrete mixes Flexural strength Recycle concrete aggregate Steel rebar Aggregates Access is limited to UniMAP community. This study was conducted to determine the flexural strength of normal concrete in combination with recycled concrete. Use of recycled concrete in this study to replace the volume of aggregates using a different percentage rate of 0 % for normal concrete, 30 % and 50 % for concrete recycling. To achieve the three objectives outlined in this study is the first to determine the flexural strength of concrete modified using recycled aggregate concrete with different percentages and high strength rebar, both to compare the strength of a modified reinforced concrete and reinforced concrete and the last is to determine whether the modified reinforced concrete can be used in the construction industry of Malaysia. In an effort to assess whether the concrete with recycled aggregate can be used for concrete structures, reinforced flexural loading test recycled concrete members was conducted. Recycling of recycled coarse aggregates was produced from reinforced concrete beam members. Properties of concrete with recycled aggregates, such as strength, Young's modulus, shrinkage, creep and shrinkage due to pressure depends on a combination of natural and recycled aggregate was carried out by using the flexural strength tests on the sample beam. Specimens used in this study using a mold 200 mm x300 mm x1200 mm. The results obtained showed that 50 % recycled concrete has great potential for use in the construction industry in Malaysia as well as to reduce the waste of construction waste that pollute and disfigure the environment. 2013-03-26T14:45:51Z 2013-03-26T14:45:51Z 2012-05 Learning Object http://hdl.handle.net/123456789/24137 en Universiti Malaysia Perlis (UniMAP) School of Environmental Engineering
institution Universiti Malaysia Perlis
building UniMAP Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaysia Perlis
content_source UniMAP Library Digital Repository
url_provider http://dspace.unimap.edu.my/
language English
topic Concrete mixes
Flexural strength
Recycle concrete aggregate
Steel rebar
Aggregates
spellingShingle Concrete mixes
Flexural strength
Recycle concrete aggregate
Steel rebar
Aggregates
Mohd Shahrul Izwan, Razmi
Flexural strength of recycled concrete aggregate and high strength steel rebar
description Access is limited to UniMAP community.
author2 Syakirah Afiza Mohammed
author_facet Syakirah Afiza Mohammed
Mohd Shahrul Izwan, Razmi
format Learning Object
author Mohd Shahrul Izwan, Razmi
author_sort Mohd Shahrul Izwan, Razmi
title Flexural strength of recycled concrete aggregate and high strength steel rebar
title_short Flexural strength of recycled concrete aggregate and high strength steel rebar
title_full Flexural strength of recycled concrete aggregate and high strength steel rebar
title_fullStr Flexural strength of recycled concrete aggregate and high strength steel rebar
title_full_unstemmed Flexural strength of recycled concrete aggregate and high strength steel rebar
title_sort flexural strength of recycled concrete aggregate and high strength steel rebar
publisher Universiti Malaysia Perlis (UniMAP)
publishDate 2013
url http://dspace.unimap.edu.my/xmlui/handle/123456789/24137
_version_ 1643794180626972672
score 13.187197

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