Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two-way slabs in flexure

Rao, H Sudarsana; Ramana, N V

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Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/30410

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DC Field	Value	Language
dc.contributor.author	Rao, H Sudarsana	-
dc.contributor.author	Ramana, N V	-
dc.date.accessioned	2015-01-19T06:33:52Z	-
dc.date.available	2015-01-19T06:33:52Z	-
dc.date.issued	2005-10	-
dc.identifier.issn	0975-1017 (Online); 0971-4588 (Print)	-
dc.identifier.uri	http://hdl.handle.net/123456789/30410	-
dc.description	427-433	en_US
dc.description.abstract	Slurry infiltrated fibre concrete (SIFCON) is one of the recently developed construction material. SIFCON could be considered as a special type of fibre concrete with high fibre content. The matrix consists of cement slurry or flowing cement mortar. This composite material has already been used for structures subjected to blast loading, repair of pre-stressed concrete beams and safe vaults¹. This paper presents the information on behaviour of two-way slabs in flexure. Flexure and cyclic load tests have been conducted and compared with fibre reinforced concrete (FRC) and plain concrete slabs. Both strength and deflection characteristics have been studied. The results of the experimental investigation indicate that with 12% fibre by volume of matrix slabs possess excellent performance among other slabs in all respects.	en_US
dc.language.iso	en_US	en_US
dc.publisher	NISCAIR-CSIR, India	en_US
dc.relation.ispartofseries	C04B14/38	en_US
dc.rights	CC Attribution-Noncommercial-No Derivative Works 2.5 India	en_US
dc.source	IJEMS Vol.12(5) [October 2005]	en_US
dc.title	Behaviour of slurry infiltrated fibrous concrete (SIFCON) simply supported two-way slabs in flexure	en_US
dc.type	Article	en_US
Appears in Collections:	IJEMS Vol.12(5) [October 2005]

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