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Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1005372
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dc.contributor.authorRibeiro, A. C.pt_BR
dc.contributor.editorProf.Dr. F.H. Wittmann, Dr. A. Elena Charolapt_BR
dc.date.accessioned2013-11-04T13:04:03Zpt_BR
dc.date.accessioned2014-10-20T15:58:33Zpt_BR
dc.date.accessioned2017-04-13T08:48:50Z-
dc.date.available2013-11-04T13:04:03Zpt_BR
dc.date.available2014-10-20T15:58:33Zpt_BR
dc.date.available2017-04-13T08:48:50Z-
dc.date.issued2013pt_BR
dc.identifier.citationRestoration of Buildings and Monuments, Vol. 19, No. 4, 239-248pp, ISSN 1864-7251pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1005372-
dc.description.abstractShrinkage-compensating concrete is usually used to minimize cracking caused by shrinkage. This type of concrete is recommended in structural and non-structural repairs, when there are internal or external restraints for the concrete elements. Commercial products which include concrete based on expansive cements or made with shrinkage reducing admixtures are available. This study evaluates the behavior of two commercial products, both at early age and also after some 2 years. The results indicate an appropriate behavior between demolding and the first weeks, both in sealed and submerged environments, but, after that, a consistent and relevant increase of shrinkage was observed.pt_BR
dc.publisherAedificatio Publisherspt_BR
dc.rightsopenAccesspt_BR
dc.subjectShrinkage-compensating concretept_BR
dc.subjectRepair concretept_BR
dc.subjectCracking controlpt_BR
dc.titleShrinkage-compensating Concrete: Early Age and long term Behavior of Commercial Productspt_BR
dc.typearticlept_BR
dc.identifier.localedicaoSchlierbergstrabe 80, 79100 Freiburgpt_BR
dc.description.figures6pt_BR
dc.description.tables6pt_BR
dc.description.pages239-248pppt_BR
dc.description.volumeVol. 19, nº. 4pt_BR
dc.description.sectorDM/NBPCpt_BR
dc.description.magazineRestoration of Buildings and Monumentspt_BR
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