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dc.contributor.authorSeshu, D. R.-
dc.date.accessioned2021-11-09T10:06:11Z-
dc.date.available2021-11-09T10:06:11Z-
dc.date.issued2001-01-
dc.identifier.citationJar4alof Ferrocement: V.3I(1)en_US
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/241-
dc.description.abstractThe characteristic equation of the stress strain curve for ferrocement confined reinforced concrete (FCRC) is used to evolve a procedure for generating the complete moment - curvature diagrams of FCRC sections. Thev alidity of the procedure has been verified by an experimental investigation on 30 reinforced concrete beams confnedwithferrocement in addition to stirrups at crifical section. The correlation between the experimental and analytical values of ultimate mo ments and corresponding curvatures, arriveden_US
dc.language.isoenen_US
dc.publisherJournal of Fenocementen_US
dc.subjectFlexural Strengthen_US
dc.subjectFerrocement Confined Reinforced concreteen_US
dc.titleFlexural Strength Assessment of Ferrocement Confined Reinforced Concrete (FCRC) Beamsen_US
dc.typeArticleen_US
Appears in Collections:Civil Engineering

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