Experimental study on strength properties of aluminium fibre reinforced concrete

Aluminium electrical wires scrap that are available after the demolition of buildings is generally left unused in the market. It is a lightweight material capable of exhibiting strength properties with a potential for reusability in concrete. The aluminium fibres used in this work were looped at its...

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Main Authors: Y.K. Sabapathy, S. Sabarish, C.N.A Nithish, S.M. Ramasamy, Gokul Krishna
Format: Article
Language:English
Published: Elsevier 2021-01-01
Series:Journal of King Saud University: Engineering Sciences
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S1018363919306038
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spelling doaj-2ae728a966d7486d8d0d944ea4f757f22020-12-29T04:12:42ZengElsevierJournal of King Saud University: Engineering Sciences1018-36392021-01-013312329Experimental study on strength properties of aluminium fibre reinforced concreteY.K. Sabapathy0S. Sabarish1C.N.A Nithish2S.M. Ramasamy3Gokul Krishna4Corresponding author at: Department of Civil Engineering, SSN College of Engineering, Old Mahabalipuram Road, Kalavakkam, Chennai, India.; Department of Civil Engineering, SSN College of Engineering, Kalavakkam, Tamil Nadu, IndiaDepartment of Civil Engineering, SSN College of Engineering, Kalavakkam, Tamil Nadu, IndiaDepartment of Civil Engineering, SSN College of Engineering, Kalavakkam, Tamil Nadu, IndiaDepartment of Civil Engineering, SSN College of Engineering, Kalavakkam, Tamil Nadu, IndiaDepartment of Civil Engineering, SSN College of Engineering, Kalavakkam, Tamil Nadu, IndiaAluminium electrical wires scrap that are available after the demolition of buildings is generally left unused in the market. It is a lightweight material capable of exhibiting strength properties with a potential for reusability in concrete. The aluminium fibres used in this work were looped at its ends to enhance its bond strength with the concrete. This paper shows the outcomes obtained from an experimental study on the mechanical properties of aluminium fibre reinforced concrete to attain its ideal fibre volume fraction. A total of three grades of concrete and five different fibre volume fractions at (0, 0.5, 1, 1.5 and 2%) were incorporated in this study. After 28 days of curing, the compressive strength and split tensile strength of the concrete specimens were determined through laboratory tests. Also, based on the experimental outcomes a regression analysis was performed to predict strength of fibre-reinforced concrete using statistical modelling based on the experimental outcomes. This indicate the effectiveness of interaction of looped end aluminium fibres with the concrete matrix.http://www.sciencedirect.com/science/article/pii/S1018363919306038AluminiumCompressive strengthSplit tensile strengthFibre reinforced concreteRegression analysisStrength prediction model
collection DOAJ
language English
format Article
sources DOAJ
author Y.K. Sabapathy
S. Sabarish
C.N.A Nithish
S.M. Ramasamy
Gokul Krishna
spellingShingle Y.K. Sabapathy
S. Sabarish
C.N.A Nithish
S.M. Ramasamy
Gokul Krishna
Experimental study on strength properties of aluminium fibre reinforced concrete
Journal of King Saud University: Engineering Sciences
Aluminium
Compressive strength
Split tensile strength
Fibre reinforced concrete
Regression analysis
Strength prediction model
author_facet Y.K. Sabapathy
S. Sabarish
C.N.A Nithish
S.M. Ramasamy
Gokul Krishna
author_sort Y.K. Sabapathy
title Experimental study on strength properties of aluminium fibre reinforced concrete
title_short Experimental study on strength properties of aluminium fibre reinforced concrete
title_full Experimental study on strength properties of aluminium fibre reinforced concrete
title_fullStr Experimental study on strength properties of aluminium fibre reinforced concrete
title_full_unstemmed Experimental study on strength properties of aluminium fibre reinforced concrete
title_sort experimental study on strength properties of aluminium fibre reinforced concrete
publisher Elsevier
series Journal of King Saud University: Engineering Sciences
issn 1018-3639
publishDate 2021-01-01
description Aluminium electrical wires scrap that are available after the demolition of buildings is generally left unused in the market. It is a lightweight material capable of exhibiting strength properties with a potential for reusability in concrete. The aluminium fibres used in this work were looped at its ends to enhance its bond strength with the concrete. This paper shows the outcomes obtained from an experimental study on the mechanical properties of aluminium fibre reinforced concrete to attain its ideal fibre volume fraction. A total of three grades of concrete and five different fibre volume fractions at (0, 0.5, 1, 1.5 and 2%) were incorporated in this study. After 28 days of curing, the compressive strength and split tensile strength of the concrete specimens were determined through laboratory tests. Also, based on the experimental outcomes a regression analysis was performed to predict strength of fibre-reinforced concrete using statistical modelling based on the experimental outcomes. This indicate the effectiveness of interaction of looped end aluminium fibres with the concrete matrix.
topic Aluminium
Compressive strength
Split tensile strength
Fibre reinforced concrete
Regression analysis
Strength prediction model
url http://www.sciencedirect.com/science/article/pii/S1018363919306038
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AT ssabarish experimentalstudyonstrengthpropertiesofaluminiumfibrereinforcedconcrete
AT cnanithish experimentalstudyonstrengthpropertiesofaluminiumfibrereinforcedconcrete
AT smramasamy experimentalstudyonstrengthpropertiesofaluminiumfibrereinforcedconcrete
AT gokulkrishna experimentalstudyonstrengthpropertiesofaluminiumfibrereinforcedconcrete
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