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Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams

This research focuses on the study of the influence of transverse reinforcement ratio on failure behaviour of Self Compact High Strength Concrete (SCHSC) with and without steel fibres. In this study, the mechanical properties of the SCHSC is been tested in term of compressive, tensile and flexura...

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Main Author: Mohamad Isa Zohri, Meor Abdul Azziim
Format: Final Year Project
Language:English
Published: Universiti Teknologi PETRONAS 2018
Subjects:
TA Engineering (General). Civil engineering (General)
Online Access:http://utpedia.utp.edu.my/22687/1/Dissertation.pdf
http://utpedia.utp.edu.my/22687/
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spelling my-utp-utpedia.226872022-02-22T07:10:59Z http://utpedia.utp.edu.my/22687/ Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams Mohamad Isa Zohri, Meor Abdul Azziim TA Engineering (General). Civil engineering (General) This research focuses on the study of the influence of transverse reinforcement ratio on failure behaviour of Self Compact High Strength Concrete (SCHSC) with and without steel fibres. In this study, the mechanical properties of the SCHSC is been tested in term of compressive, tensile and flexural strength with selected mix design that acquire 3% of steel fibres and to compare with non-steel fibres SCHS Concrete. The cementitious composite used in this research is composed by Ordinary Portland Cement (OPC), silica fume, fly ash, river sand, quartz sand, superplasticizer, water and steel fibres. The average result of SCHSC sampling on mechanical properties for compressive test is 91.24 Mpa compared with adding steel fibres is 101.25 Mpa. Universiti Teknologi PETRONAS 2018-01 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/22687/1/Dissertation.pdf Mohamad Isa Zohri, Meor Abdul Azziim (2018) Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams. Universiti Teknologi PETRONAS. (Submitted)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mohamad Isa Zohri, Meor Abdul Azziim
Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
description This research focuses on the study of the influence of transverse reinforcement ratio on failure behaviour of Self Compact High Strength Concrete (SCHSC) with and without steel fibres. In this study, the mechanical properties of the SCHSC is been tested in term of compressive, tensile and flexural strength with selected mix design that acquire 3% of steel fibres and to compare with non-steel fibres SCHS Concrete. The cementitious composite used in this research is composed by Ordinary Portland Cement (OPC), silica fume, fly ash, river sand, quartz sand, superplasticizer, water and steel fibres. The average result of SCHSC sampling on mechanical properties for compressive test is 91.24 Mpa compared with adding steel fibres is 101.25 Mpa.
format Final Year Project
author Mohamad Isa Zohri, Meor Abdul Azziim
author_facet Mohamad Isa Zohri, Meor Abdul Azziim
author_sort Mohamad Isa Zohri, Meor Abdul Azziim
title Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
title_short Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
title_full Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
title_fullStr Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
title_full_unstemmed Impact of Transverse Reinforcement Ratio on Flexural Behaviour of Self Compact High Strength Concrete (SCHSC) Beams
title_sort impact of transverse reinforcement ratio on flexural behaviour of self compact high strength concrete (schsc) beams
publisher Universiti Teknologi PETRONAS
publishDate 2018
url http://utpedia.utp.edu.my/22687/1/Dissertation.pdf
http://utpedia.utp.edu.my/22687/
_version_ 1739832977299341312
score 13.211869

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