DSpace logo

Please use this identifier to cite or link to this item: http://dspace.bits-pilani.ac.in:8080/jspui/xmlui/handle/123456789/3674
Full metadata record
DC FieldValueLanguage
dc.contributor.authorBarai, Sudhir Kumar-
dc.date.accessioned2021-11-27T04:15:09Z-
dc.date.available2021-11-27T04:15:09Z-
dc.date.issued2021-03-10-
dc.identifier.urihttps://www.sciencedirect.com/science/article/pii/S2212827121000433-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3674-
dc.description.abstractThe paper deals with the development of high-performance self-compacting based concrete and optimization of the mix by accounting both mechanical and sustainability characteristics. Taguchi’s L16 orthogonal array is followed to consider 16 concrete mixes in combination of additives as four levels are considered for each additive/factor (class F type of fly ash, colloidal nano silica, crimped steel fiber, and polypropylene fibers). The global warming potential (GWP) is also estimated to account the sustainability parameter. To determine the optimized concrete mix satisfying both performance and sustainability characteristics the normalizing indices are used by accounting: (a) compressive strength and GWP, (b) split tensile strength and GWP, (c) flexural tensile strength and GWP, and (d) compressive strength, split tensile strength, flexural tensile strength and GWP. A detail comparison of normalizing indices is conducted, and the optimized concrete mix is determined based on the average rankings obtained from different normalizing index.en_US
dc.language.isoenen_US
dc.publisherElsieveren_US
dc.subjectCivil Engineeringen_US
dc.subjectLife cycle assessmenten_US
dc.subjectHybrid Fiber Reinforced Self-Compacting Concreteen_US
dc.subjectClass F Fly ashen_US
dc.titleInfluence of mechanical properties and CO2 emissions on the optimization of self-compacting based hybrid fiber reinforced concreteen_US
dc.typeArticleen_US
Appears in Collections:Department of Civil Engineering

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.