Drying shrinkage strains: experimental versus codes

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dc.contributor.authorChaalal, Omar
dc.contributor.authorBenmokrane, Brahim
dc.contributor.authorBallivy, GerardD
dc.date.accessioned2022-05-19T11:24:26Z
dc.date.accessioned2023-08-19T08:07:22Z
dc.date.available2022-05-19T11:24:26Z
dc.date.available2023-08-19T08:07:22Z
dc.date.issued1992-06
dc.description.abstractThe experimental evaluation of drying shrinkage strains is compared to that based on ACI and Euro-International Committee of Concrete (CEB) recommendations. A 0.16-m 3 concrete block, instrumented with the aid of vibrating wire extensometers, was subjected to 3 years of drying followed by 6 months of wetting. Strains in the concrete, along with the interval temperature in the block and temperature and relative humidities of the ambient medium, were recorded. The experimental shrinkage data were computed using ACI and CEB recommendations. The results show that the shrinkage strains calculated according to CEB recommendations agree well with experimental results.en_US
dc.identifier.citationChaalal, O., Benmokrane, B., & Ballivy, G. (1992). Drying shrinkage strains: experimental versus codes. Materials Journal, 89(3), 263-266.en_US
dc.identifier.urihttps://edms.wexl.in/handle/1/3455
dc.language.isoenen_US
dc.publisherACIen_US
dc.subjectConcrete blocksen_US
dc.subjectDrying shrinkageen_US
dc.subjectStandardsen_US
dc.subjectStrainsen_US
dc.subjectMaterials Researchen_US
dc.titleDrying shrinkage strains: experimental versus codesen_US
dc.title.alternativeMaterials Journalen_US
dc.typeArticleen_US

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