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Partially hydrated recycled aggregate concrete: A systematic approach towards sustainable development

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dc.contributor.author Barai, Sudhirkumar
dc.contributor.author Pradhan, Subhasis
dc.date.accessioned 2022-12-24T04:11:10Z
dc.date.available 2022-12-24T04:11:10Z
dc.date.issued 2018-10
dc.identifier.uri https://www.sciencedirect.com/science/article/pii/S0950061818318051
dc.identifier.uri http://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/8087
dc.description.abstract The experimental investigation on the mechanical properties of partially hydrated recycled aggregate concrete (PHRAC) with the addition of polypropylene fiber (PP fiber) is carried out and compared with the conventional concrete. The 28 days compressive strength is observed to be higher for PHRAC, whereas the tensile strength is lower than natural aggregate concrete (NAC). Based on the mechanical properties, the optimal dosage of PP fiber for both NAC and PHRAC is obtained as 0.6% by weight of cement. The bond strength is also evaluated by conducting the pullout tests using rebar of 12 mm, 16 mm and 20 mm diameter. Higher bond strength is experienced for PHRAC with respect to NAC, whereas the PP fiber addition does not have a significant effect on the bond strength of concrete. Further, -test reveals that, barring flexural tensile strength other mechanical parameters are not influenced either by the type of aggregate or by the incorporation of PP fiber. The cost analysis shows that, the preparation of PHRAC is 4.5% cheaper than NAC. en_US
dc.language.iso en en_US
dc.publisher Elsevier en_US
dc.subject Civil Engineering en_US
dc.subject Partially hydrated recycled aggregate concrete (PHRAC) en_US
dc.subject Polypropylene fiber en_US
dc.subject Compressive strength en_US
dc.subject Tensile strength en_US
dc.subject Bond strength en_US
dc.title Partially hydrated recycled aggregate concrete: A systematic approach towards sustainable development en_US
dc.type Article en_US


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