Please use this identifier to cite or link to this item: http://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/7297
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dc.contributor.authorRay, Rahul-
dc.contributor.authorChaudhary, Avneesh-
dc.contributor.authorGupta, Ashok Kumar [Guided by]-
dc.date.accessioned2022-10-06T09:43:11Z-
dc.date.available2022-10-06T09:43:11Z-
dc.date.issued2016-
dc.identifier.urihttp://ir.juit.ac.in:8080/jspui/jspui/handle/123456789/7297-
dc.description.abstractAddition of fiber reinforcement in discrete form improves many engineering properties of concrete. Currently Fiber reinforced concrete (FRC) is a new structural material which is gaining increasing importance. Very little research work is being conducted in India using this new material. This report describes the use of synthetic fibers and the comparison of PCC & FRC is made on the basis of different mechanical properties. Shrinkage cracking of concrete is a major problem in plain cement concrete especially in tropical regions. To overcome shrinkage cracking of plain concrete, the addition of synthetic fiber to the concrete mix is suggested. This report briefly discusses the effects of addition of acrylic and carbon nano fibre on the properties of concrete mix of 25 MPa.. Concrete mixes with fiber dosage 0.25%, 0.5%, 1% and 1.25% by volume fraction besides the control concrete mix were manufactured. Acrylic fibre and carbon nano fiber were used in this study. The properties such as workability, flexural strength & split tensile strength of the concrete were evaluated. The study suggested a significant increase in flexural strength. Further, an improved spilt tensile strength for the concrete mixes reinforced with fiber was also observed.en_US
dc.language.isoenen_US
dc.publisherJaypee University of Information Technology, Solan, H.P.en_US
dc.subjectAsbestos fibresen_US
dc.subjectBridging actionen_US
dc.titleEvaluate the Performance of Concrete iwth Acrylic and Carbon Nano Fibresen_US
dc.typeProject Reporten_US
Appears in Collections:B.Tech. Project Reports

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