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Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load

This study investigates the behaviour of full scale rubberized reinforced concrete column designed by replacing crumb rubber with fines aggregate. The aim of this study is to investigate the structural response and load carrying capacity of rubberized concrete column subjected to vertical load. This...

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Main Author: Mohamed, Nurul Atiqah
Format: Monograph
Language:English
Published: Universiti Sains Malaysia 2017
Subjects:
T Technology
TA Engineering (General). Civil engineering (General)
Online Access:http://eprints.usm.my/52204/1/Stress-Strain%20Response%20Of%20Full%20Scale%20Rubberized%20Reinforced%20Concrete%20Column%20Under%20Vertical%20Load_Nurul%20Atiqah%20Mohamed_A9_2017.pdf
http://eprints.usm.my/52204/
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spelling my.usm.eprints.52204 http://eprints.usm.my/52204/ Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load Mohamed, Nurul Atiqah T Technology TA Engineering (General). Civil engineering (General) This study investigates the behaviour of full scale rubberized reinforced concrete column designed by replacing crumb rubber with fines aggregate. The aim of this study is to investigate the structural response and load carrying capacity of rubberized concrete column subjected to vertical load. This study focuses on the structural performance of short concrete column containing crumb rubber. Fine aggregates were partially replaced by crumb rubber with the size between 0.05 mm to 5 mm by volume. The compression test was carried out to obtain the structural performances of rubberized concrete column at the age of 28 days. The columns were loaded as pinned-end column at both end with no eccentricity. The compressive strength, failure mode of column, elastic modulus and ductility of rubberized concrete column were recorded and analysed. The result shows that the replacement of 15% crumb rubber in fine aggregate reduces the strength of the concrete due to the reduction in concrete density. The rubberized concrete column showed better performance in ductility than normal concrete column. Universiti Sains Malaysia 2017-06-01 Monograph NonPeerReviewed application/pdf en http://eprints.usm.my/52204/1/Stress-Strain%20Response%20Of%20Full%20Scale%20Rubberized%20Reinforced%20Concrete%20Column%20Under%20Vertical%20Load_Nurul%20Atiqah%20Mohamed_A9_2017.pdf Mohamed, Nurul Atiqah (2017) Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load. Project Report. Universiti Sains Malaysia, Pusat Pengajian Kejuruteraan Awam. (Submitted)
institution Universiti Sains Malaysia
building Hamzah Sendut Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Sains Malaysia
content_source USM Institutional Repository
url_provider http://eprints.usm.my/
language English
topic T Technology
TA Engineering (General). Civil engineering (General)
spellingShingle T Technology
TA Engineering (General). Civil engineering (General)
Mohamed, Nurul Atiqah
Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load
description This study investigates the behaviour of full scale rubberized reinforced concrete column designed by replacing crumb rubber with fines aggregate. The aim of this study is to investigate the structural response and load carrying capacity of rubberized concrete column subjected to vertical load. This study focuses on the structural performance of short concrete column containing crumb rubber. Fine aggregates were partially replaced by crumb rubber with the size between 0.05 mm to 5 mm by volume. The compression test was carried out to obtain the structural performances of rubberized concrete column at the age of 28 days. The columns were loaded as pinned-end column at both end with no eccentricity. The compressive strength, failure mode of column, elastic modulus and ductility of rubberized concrete column were recorded and analysed. The result shows that the replacement of 15% crumb rubber in fine aggregate reduces the strength of the concrete due to the reduction in concrete density. The rubberized concrete column showed better performance in ductility than normal concrete column.
format Monograph
author Mohamed, Nurul Atiqah
author_facet Mohamed, Nurul Atiqah
author_sort Mohamed, Nurul Atiqah
title Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load
title_short Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load
title_full Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load
title_fullStr Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load
title_full_unstemmed Stress-Strain Response Of Full Scale Rubberized Reinforced Concrete Column Under Vertical Load
title_sort stress-strain response of full scale rubberized reinforced concrete column under vertical load
publisher Universiti Sains Malaysia
publishDate 2017
url http://eprints.usm.my/52204/1/Stress-Strain%20Response%20Of%20Full%20Scale%20Rubberized%20Reinforced%20Concrete%20Column%20Under%20Vertical%20Load_Nurul%20Atiqah%20Mohamed_A9_2017.pdf
http://eprints.usm.my/52204/
_version_ 1729703929729515520
score 13.211869

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