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Structural Behaviour of Fibre Reinforced Concrete Using PET Bottles

dc.contributor.authorOgunfayo, Idowu Kaothara
dc.contributor.authorSoyemi, Olugbenga Babajide
dc.contributor.authorMustapha, I.A
dc.date.accessioned2026-09-09T14:49:16Z
dc.date.issued2015-03
dc.description.abstractThis research work reports the experimental study of Fibre Reinforced Concrete (FRC) using recycled PET bottle as the fibre. The PET fibre was added at 0.5%, 1.0%, 1.5%, 2.0%, 2.5% and 3.0% volume of the total aggregates. The workability tests and compressive strength tests were carried out and results of workability show that the volume fraction of fibre between 0.5% and 1.5% are workable with 0.6 water-cement ratio while that between 2.0 and 3.0 were not workable. Also too, the compressive strength for the volume fraction of fibre of 0.5% and 1.0% improve more than the control while those above 1.0% have a reduced strength compared with the control. It is recommended that PET bottle fibre up to 1.0% can be used for structural works particularly ground floors
dc.identifier.issn2225-7217
dc.identifier.urihttps://erepository.federalpolyilaro.edu.ng/handle/123456789/1568
dc.language.isoen
dc.publisherARPN Journal of Science and Technology
dc.relation.ispartofseries5; 3
dc.subjectFibre Reinforced Concrete
dc.subjectPET bottle
dc.subjectConcrete
dc.subjectWorkability
dc.subjectCompressive strength
dc.titleStructural Behaviour of Fibre Reinforced Concrete Using PET Bottles
dc.typeArticle

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