Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths

In this study, series of tests have been conducted to indicate the mechanical and physical properties (compressive strength, flexural strength, dry density, thermal conductivity and shrinkage) of autoclaved aerated concrete (AAC) reinforced with carbon fibres of different lengths. AG2/350 AAC block...

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Main Authors: Ilhami Demir, Ozer Sevim*, Mustafa Kagan Ogdu, Orhan Dogan, Sukru Demir
Format: Article
Language:English
Published: Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek 2021-01-01
Series:Tehnički Vjesnik
Subjects:
Online Access:https://hrcak.srce.hr/file/371878
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author Ilhami Demir
Ozer Sevim*
Mustafa Kagan Ogdu
Orhan Dogan
Sukru Demir
author_facet Ilhami Demir
Ozer Sevim*
Mustafa Kagan Ogdu
Orhan Dogan
Sukru Demir
author_sort Ilhami Demir
collection DOAJ
description In this study, series of tests have been conducted to indicate the mechanical and physical properties (compressive strength, flexural strength, dry density, thermal conductivity and shrinkage) of autoclaved aerated concrete (AAC) reinforced with carbon fibres of different lengths. AG2/350 AAC block specimens without carbon fibre were prepared as a control specimen. The mixtures were prepared by replacing 0.5% weight of cement in the AAC with 4 mm, 6 mm, 12 mm length carbon fibres and these mixtures were poured into moulds and subjected to 58 °C for 4 hours to expand until reaching workable hardness. After preliminary curing, the produced AAC specimens were subjected to 180 °C and pressure of 11 bar for 6 hours in a steam cure until required hardness. The mechanical and physical properties of the reference and the fibre reinforced AAC specimens were determined and compared to each other. As a result, the use of 12 mm fibre reinforcement in AAC gave the best performance in comparison to the other fibre reinforcements of different lengths by increasing compressive strength for 10.63%, flexural strength of 31.48% and thermal conductivity up to 4.23% while reducing the shrinkage ratio to 51.47%. Herein for the specimen using 0.5% replacement of the AAC in weight with 12 mm carbon fibre is recommended.
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spelling doaj.art-109764a6c60f436aae2b4b9e5728f6d02024-04-15T16:52:43ZengFaculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in OsijekTehnički Vjesnik1330-36511848-63392021-01-0128250350810.17559/TV-20200218194755Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different LengthsIlhami Demir0Ozer Sevim*1Mustafa Kagan Ogdu2Orhan Dogan3Sukru Demir4Kırıkkale University, Department of Civil Engineering, 71451, Yahsihan, Kırıkkale, TurkeyKırıkkale University, Department of Civil Engineering, 71451, Yahsihan, Kırıkkale, TurkeyKırıkkale University, Department of Civil Engineering, 71451, Yahsihan, Kırıkkale, TurkeyKırıkkale University, Department of Civil Engineering, 71451, Yahsihan, Kırıkkale, TurkeyKırıkkale University, Department of Civil Engineering, 71451, Yahsihan, Kırıkkale, TurkeyIn this study, series of tests have been conducted to indicate the mechanical and physical properties (compressive strength, flexural strength, dry density, thermal conductivity and shrinkage) of autoclaved aerated concrete (AAC) reinforced with carbon fibres of different lengths. AG2/350 AAC block specimens without carbon fibre were prepared as a control specimen. The mixtures were prepared by replacing 0.5% weight of cement in the AAC with 4 mm, 6 mm, 12 mm length carbon fibres and these mixtures were poured into moulds and subjected to 58 °C for 4 hours to expand until reaching workable hardness. After preliminary curing, the produced AAC specimens were subjected to 180 °C and pressure of 11 bar for 6 hours in a steam cure until required hardness. The mechanical and physical properties of the reference and the fibre reinforced AAC specimens were determined and compared to each other. As a result, the use of 12 mm fibre reinforcement in AAC gave the best performance in comparison to the other fibre reinforcements of different lengths by increasing compressive strength for 10.63%, flexural strength of 31.48% and thermal conductivity up to 4.23% while reducing the shrinkage ratio to 51.47%. Herein for the specimen using 0.5% replacement of the AAC in weight with 12 mm carbon fibre is recommended.https://hrcak.srce.hr/file/371878autoclaved aerated concretecarbon fibre reinforcementcompressive strengthdry densityflexural strengthshrinkage
spellingShingle Ilhami Demir
Ozer Sevim*
Mustafa Kagan Ogdu
Orhan Dogan
Sukru Demir
Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths
Tehnički Vjesnik
autoclaved aerated concrete
carbon fibre reinforcement
compressive strength
dry density
flexural strength
shrinkage
title Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths
title_full Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths
title_fullStr Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths
title_full_unstemmed Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths
title_short Mechanical and Physical Properties of Autoclaved Aerated Concrete Reinforced Using Carbon Fibre of Different Lengths
title_sort mechanical and physical properties of autoclaved aerated concrete reinforced using carbon fibre of different lengths
topic autoclaved aerated concrete
carbon fibre reinforcement
compressive strength
dry density
flexural strength
shrinkage
url https://hrcak.srce.hr/file/371878
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AT ozersevim mechanicalandphysicalpropertiesofautoclavedaeratedconcretereinforcedusingcarbonfibreofdifferentlengths
AT mustafakaganogdu mechanicalandphysicalpropertiesofautoclavedaeratedconcretereinforcedusingcarbonfibreofdifferentlengths
AT orhandogan mechanicalandphysicalpropertiesofautoclavedaeratedconcretereinforcedusingcarbonfibreofdifferentlengths
AT sukrudemir mechanicalandphysicalpropertiesofautoclavedaeratedconcretereinforcedusingcarbonfibreofdifferentlengths