Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/1989
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dc.contributor.authorRao, H Sudarsana-
dc.contributor.authorGnaneswar, K-
dc.contributor.authorRamana, N V-
dc.date.accessioned2008-09-12T09:20:08Z-
dc.date.available2008-09-12T09:20:08Z-
dc.date.issued2008-08-
dc.identifier.issn0971-4588-
dc.identifier.urihttp://hdl.handle.net/123456789/1989-
dc.description326-333en_US
dc.description.abstractThis paper reports the behaviour of slurry infiltrated fibrous concrete (SIFCON) two-way slabs in punching shear. SIFCON slabs are cast with 8, 10 and 12% fibre volume fraction and for comparison, fibre reinforced concrete (FRC) with 2% fibre volume fraction and reinforced cement concrete (RCC) slabs are cast and tested. The results of the experimentation show that the SIFCON slabs with 12% fibre volume fraction exhibits excellent performance in punching shear among other slabs. The experimental results have been compared with the provisions of ACI and IS codes. A regression model has been proposed for estimating the punching shear strength of reinforced SIFCON slabs.en_US
dc.language.isoen_USen_US
dc.publisherCSIRen_US
dc.sourceIJEMS Vol.15(4) [August 2008]en_US
dc.titleBehaviour of simply supported steel reinforced SIFCON two way slabs in punching shearen_US
dc.typeArticleen_US
Appears in Collections: IJEMS Vol.15(4) [August 2008]

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