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dc.contributorLee, William E.
dc.contributorGadow, Rainer
dc.contributorMitić, Vojislav V.
dc.contributorObradović, Nina
dc.creatorToplicic-Ćurčić, Gordana
dc.creatorMitić, Vojislav V.
dc.creatorGrdić, Dušan
dc.creatorMiljković, Miroslav
dc.date.accessioned2017-06-10T15:45:07Z
dc.date.issued2016
dc.identifier.urihttps://dais.sanu.ac.rs/123456789/845
dc.description.abstractIn most concretes, aggregates are more or less chemically inert. However, some aggregates react with the alkali hydroxides in concrete, causing expansion and cracking over a period of many years. This alkali-aggregate reaction has two forms: alkali-silica reaction (ASR) and alkali-carbonate reaction (ACR). ASR is the most common form of alkali-aggregate reaction (AAR) in concrete; the other, much less common, form is alkali-carbonate reaction (ACR). If the aggregate is shown to be potentially reactive by the tests, some mitigation measure must be used to control the expansion and cracking. Alkali-silica reaction can be controlled using certain supplementary cementitious materials.en
dc.format(2016) 361-383
dc.languageen
dc.publisherAtlantis Press
dc.relationinfo:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36017/RS//
dc.rightsrestrictedAccess
dc.sourceProceedings of the III Advanced Ceramics and Applications Conferenceen
dc.subjectconcrete
dc.subjectalkali-silica reaction
dc.titleAlkali-Aggregate Reactions in Concreteen
dc.typeconferenceObject
dc.rights.licenseARR
dcterms.abstractТоплициц-Ћурчић, Гордана; Грдић, Душан; Митић, Војислав В.; Миљковић, Мирослав;
dc.citation.spage361
dc.citation.epage383
dc.type.versionpublishedVersion
dc.identifier.rcubhttps://hdl.handle.net/21.15107/rcub_dais_845


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Приказ основних података о документу