Some mechanical properties of steel fiber reinforced concrete at different curing temperatures

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dc.contributor.authorKamkar, Saeid
dc.contributor.authorEren, Özgür
dc.date.accessioned2026-02-06T18:00:52Z
dc.date.issued2015
dc.departmentDoğu Akdeniz Üniversitesi
dc.description8th International Conference Fibre Concrete 2015: Technology, Design, Application, FC 2015 -- 2015-09-10 through 2015-09-11 -- Prague -- 124863
dc.description.abstractThis paper presents some mechanical properties of hooked-end steel fiber reinforced concrete cured in water at two different temperatures. These temperatures were fixed to be 22°C and 32°C. The compressive strength, flexural strength and flexural toughness of these concretes were tested for five different volume fraction of fibers (0, 0.5, 1, 1. 5, 2% by volume of concrete). The maximum increase in compressive strength is obtained to be for 1.5% volume fraction of fibers and maximum increase in flexural toughness was obtained to be for 2% volume fraction for all curing temperatures and testing ages.
dc.identifier.endpage242
dc.identifier.isbn9788001056837
dc.identifier.issn2336-338X
dc.identifier.scopus2-s2.0-85002245023
dc.identifier.scopusqualityN/A
dc.identifier.startpage234
dc.identifier.urihttps://hdl.handle.net/11129/8144
dc.identifier.volume2015-January
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherCzech Technical University in Prague Technicka 4, A1-106a Praha 6 166 07
dc.relation.ispartofProceedings of the International Conference FIBRE CONCRETE
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20260204
dc.subjectCompressive strength
dc.subjectCuring temperatures
dc.subjectFlexural strength
dc.subjectFlexural toughness
dc.titleSome mechanical properties of steel fiber reinforced concrete at different curing temperatures
dc.typeConference Object

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