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dc.contributor.authorRamesh, K.-
dc.contributor.authorSeshu, D. R.-
dc.contributor.authorPrabhak, M.-
dc.date.accessioned2021-11-09T10:58:29Z-
dc.date.available2021-11-09T10:58:29Z-
dc.date.issued2002-10-
dc.identifier.citationJournal of Ferrocement: Vol.32(4), p 287-303en_US
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/245-
dc.description.abstractThe combination of fiber reinforced concrete and fibrocement can be made use in developing a concrete composite with adequate ductility, which is required in structures subjected to seismic forces. Such concrete composite can be termed as HYBRID FERRO FIBER CONCRETE (HFFC). This paper presents an analytical model for predicting the stress-strain behavior of hybrid Ferro fiber concrete (HFFC), based on the experimental results. A total of 168 prism specimens of size 150X150x300mmwere tested under strain control rate of loading. The increases in strength and strain of HFFC were used in formulating the constitutive relation.en_US
dc.language.isoenen_US
dc.publisherJournal of ferrocementen_US
dc.subjecthybrid ferro fiber concreteen_US
dc.subjectaxial compressionen_US
dc.titleCONSTITUTIVE BEHAVIOUR OF HYBRID FERRO FIBER CONCRETE (HFFC) UNDER AXIAL COMPRESSIONen_US
dc.typeArticleen_US
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