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dc.contributor.authorThakur, V.S.-
dc.contributor.authorKhatuja, V.-
dc.contributor.authorSumanth Reddy, C.-
dc.contributor.authorRatna Sai, K.V.-
dc.contributor.authorRathish Kumar, P.-
dc.date.accessioned2024-12-27T05:16:25Z-
dc.date.available2024-12-27T05:16:25Z-
dc.date.issued2013-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/2131-
dc.descriptionNITWen_US
dc.description.abstractIn this paper, stress-strain diagrams for self-compacting concrete confined with ferrocement shell in addition to lateral tie confinement is presented, based on the experimental results of 102 cylinders of diameter 150mm and height 300 mm tested under axial compression. Increase in the strength and strain of concrete confined with ferrocement shell and lateral tie confinement is found to be linear. A constitutive relation is proposed for the first time for confined SCC to enable the engineers to apply the same for the designing such elements.en_US
dc.language.isoenen_US
dc.publisherSustainable Construction Materials and Technologiesen_US
dc.subject. Confinementen_US
dc.subjectCompressionen_US
dc.subject, Ferrocemenen_US
dc.subjectSelf-compacting concreteen_US
dc.titleSTRUCTURAL BEHAVIOUR OF FERROCEMENT CONFINED REINFORCED SELF COMPACTING CONCRETE (FCRSCC) UNDER AXIAL COMPRESSIONen_US
dc.typeOtheren_US
Appears in Collections:Civil Engineering

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