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Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3648
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dc.contributor.authorBarai, Sudhir Kumar-
dc.date.accessioned2021-11-14T07:51:06Z-
dc.date.available2021-11-14T07:51:06Z-
dc.date.issued2018-01-30-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S0950061817323504-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3648-
dc.description.abstractThe current systematic study investigates properties of hybrid fiber reinforced self compacting concrete (HyFRSCC) with crimped steel fibers (CSF) and polypropylene fibers (PPF) along with class F fly ash (FA) and colloidal nano silica (CNS). Optimization of HyFRC mix is conducted using L16 Taguchi Orthogonal Array where additive has four levels. Combination of 10% FA, 0.4% CNS, 1.25% CSF and 0.167% PPF found to be optimal recommendation. Multiple linear regression analysis predicts equations of tensile strength as the function of cylinder compressive strength, for combination of FA, CNS, CSF and PPF. A good correlation between tested and predicted values is obtained.en_US
dc.language.isoenen_US
dc.publisherElsieveren_US
dc.subjectCivil Engineeringen_US
dc.subjectSelf compacting concreteen_US
dc.subjectClass F Fly ashen_US
dc.subjectColloidal nano silicaen_US
dc.titleHybrid fiber reinforced self compacting concrete with fly ash and colloidal nano silica: A systematic studyen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

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