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dc.contributor.authorŞener S.
dc.contributor.authorŞener H.D.
dc.contributor.authorKoç V.
dc.date.accessioned2020-06-21T09:27:57Z
dc.date.available2020-06-21T09:27:57Z
dc.date.issued2009
dc.identifier.issn1303-9709
dc.identifier.urihttps://hdl.handle.net/20.500.12712/4206
dc.description.abstractThis paper is a report on a study of shrinkage-weight loss relationships for normal and high strength concrete specimens of different sizes. The maximum aggregate size used in concrete mixes was 10mm. Three geometrically similar test specimens of a cylindrical shape with diameters of 37.5 mm, 75 mm and 150 mm and a height/diameter ratio of two were used in the experiments. All specimens were subjected to standard air drying in a temperature and humidity controlled laboratory (average relative humidity 50±6% and temperature 17±1°C) for a period of 60-70 days. Weight loss and shrinkage measurements were conducted on the specimens prepared with normal and high strength concrete. Results indicated that the time required for the same weight loss ratio was found to be about 7.4 and 8.5 times longer for the largest specimen size than the smallest specimen for normal and high strength concrete respectively.en_US
dc.language.isoengen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConcreteen_US
dc.subjectDryingen_US
dc.subjectHigh strength concreteen_US
dc.subjectMeasurementsen_US
dc.subjectMoistureen_US
dc.subjectWeight lossen_US
dc.titleDrying Effect of normal and high strength concrete cylinders with different sizesen_US
dc.typearticleen_US
dc.contributor.departmentOMÜen_US
dc.identifier.volume22en_US
dc.identifier.issue4en_US
dc.identifier.startpage333en_US
dc.identifier.endpage340en_US
dc.relation.journalGazi University Journal of Scienceen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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