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dc.contributor.authorKılınç, Kadir
dc.contributor.authorÇelik, Ahmet Ozan
dc.contributor.authorTuncan, Mustafa
dc.contributor.authorTuncan, Ahmet
dc.contributor.authorArıöz, Ömer
dc.contributor.editorBilek, V
dc.contributor.editorKersner, Z
dc.date.accessioned2019-10-21T21:11:28Z
dc.date.available2019-10-21T21:11:28Z
dc.date.issued2011
dc.identifier.isbn978-80-214-4301-3
dc.identifier.urihttps://hdl.handle.net/11421/20976
dc.description4th International Conference on Non-Traditional Cement and Concrete -- JUN 27-30, 2011 -- Brno, CZECH REPUBLICen_US
dc.descriptionWOS: 000395614600035en_US
dc.description.abstractStrength of concrete is an important property for the quality of concrete. Compression testing of cores drilled from hardened concrete is a widely accepted method of strength determination. Estimation of concrete strength may be gained from compression tests conducted on cores having a diameter considerably less than the recommended one of 100 mm. This paper examines the results of tests applied on the 69 and 46 mm diameter small cores and 28 mm diameter microcores. A total number of 1925 cores were tested. The effects of specimen sizes for different length-to-diameter (1/d) ratios on the compressive strength of small diameter cores and microcores were analysed. The core strengths were compared with those of standard cylinder and cubes. Test results revealed that the effect of 1/d ratio of the specimen is more pronounced for small diameter cores and microcores. The coefficient of variation of strength values was noticed to be higher for 28 mm diameter microcores. It was indicated that core strength was affected by specimen sizes. Therefore, it was proposed that the size of specimen should be taken into consideration for the interpretation of the results used to convert the strengths of cores to those of standard cylinders or cubes.en_US
dc.description.sponsorshipBrno Univ Technol, ZPSV a sen_US
dc.description.sponsorshipCommission of Anadolu University, Turkey [07 02 30]en_US
dc.description.sponsorshipThe authors would like to acknowledge the financial and technical supports supplied by Scientific Research Project Commission of Anadolu University, Turkey (Project 07 02 30).en_US
dc.language.isoengen_US
dc.publisherNovpress Sroen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCompressionen_US
dc.subjectSmall Diameter Coresen_US
dc.subjectMicrocoresen_US
dc.subjectTestingen_US
dc.subjectCore Strengthen_US
dc.titleDetermination of Concrete Strength By Using Small Diameter Cores and Microcoresen_US
dc.typeconferenceObjecten_US
dc.relation.journalNon-Traditional Cement & Concrete Iven_US
dc.contributor.departmentAnadolu Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.identifier.startpage319en_US
dc.identifier.endpage330en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthorÇelik, Ahmet Ozan
dc.contributor.institutionauthorTuncan, Mustafa


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