Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/29965
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dc.contributor.authorSiddique, R-
dc.date.accessioned2014-11-13T08:57:56Z-
dc.date.available2014-11-13T08:57:56Z-
dc.date.issued1994-08-
dc.identifier.issn0975-1017 (Online); 0971-4588 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/29965-
dc.description237-239en_US
dc.description.abstractThe effects of addition of various percentages and lengths of natural san (Crotoralia Juncea) fibre on the compressive stress-strain curves of concrete are determined. From the compressive stress-strain curves, modulus of elasticityof fibre reinforced concrete is obtained. Three volume percentages of fibres, viz., 0.25, 0.50 and 0.75% and three different lengths, viz., 20, 25 and 30 mm are used. Presence of fibres increases the ductility of concrete and does not significantly affect the modulus of elasticity of concrete. The values of modulus of elasticity are compared with a theoretical model based on the law of mixtures.en_US
dc.language.isoen_USen_US
dc.publisherNISCAIR-CSIR, Indiaen_US
dc.rights CC Attribution-Noncommercial-No Derivative Works 2.5 Indiaen_US
dc.sourceIJEMS Vol.01(4) [August 1994]en_US
dc.titleCompressive stress-strain curves of natural fibre reinforced concreteen_US
dc.typeArticleen_US
Appears in Collections:IJEMS Vol.01(4) [August 1994]

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