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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/123456789/3666
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dc.contributor.authorBarai, Sudhir Kumar-
dc.date.accessioned2021-11-27T04:13:33Z-
dc.date.available2021-11-27T04:13:33Z-
dc.date.issued2020-03-
dc.identifier.urihttps://www.inderscienceonline.com/doi/abs/10.1504/IJSMSS.2020.106420-
dc.identifier.urihttp://dspace.bits-pilani.ac.in:8080/xmlui/handle/123456789/3666-
dc.description.abstractThis research focuses on the analysis of beam-column joints prepared using self-compacting concrete (SCC) incorporated with nano-silica (NS) and recycled coarse aggregates (RCA). For this purpose, beam-column joint behaviour of normal concrete, SCC incorporating RCA and NS was examined under static loading condition. Analysis of the experimental results indicates that the performance of the joints made with RCA is comparable with that of normal concrete in terms of cracking and ultimate load-carrying capacity. This study also depicts that compressive strength (CS) of SCC made with 100% RCA is somewhat higher than that of SCC made with normal aggregates. Moreover, enhancement in CS can be obtained with the introduction of NS in SCC containing 100% RCA.en_US
dc.language.isoenen_US
dc.publisherInderscienceen_US
dc.subjectCivil Engineeringen_US
dc.subjectRecycled aggregate concrete (RAC)en_US
dc.subjectRACen_US
dc.subjectNano-silicaen_US
dc.subjectSCCen_US
dc.subjectBeam-column jointsen_US
dc.titleBeam-column joints made of self-compacting concrete containing recycled coarse aggregates and nano-silicaen_US
dc.typeArticleen_US
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