Please use this identifier to cite or link to this item: http://repositorio.lnec.pt:8080/jspui/handle/123456789/1001320
Full metadata record
DC FieldValueLanguage
dc.contributor.authorRibeiro, A. C.pt_BR
dc.date.accessioned2010-12-15T19:06:43Zpt_BR
dc.date.accessioned2014-10-20T15:58:52Zpt_BR
dc.date.accessioned2017-04-13T12:07:50Z-
dc.date.available2010-12-15T19:06:43Zpt_BR
dc.date.available2014-10-20T15:58:52Zpt_BR
dc.date.available2017-04-13T12:07:50Z-
dc.date.issued2011pt_BR
dc.identifier.citationdoi:10.4028/www.scientific.net/KEM.466.105pt_BR
dc.identifier.urihttps://repositorio.lnec.pt/jspui/handle/123456789/1001320-
dc.description.abstractAbstract. Shrinkage Reducing Admixtures (SRA) are being used more often in concrete structures in order to better control shrinkage cracks. High-performance concrete, nowadays with large application, has more proneness to crack at very early age due to the lower W/C. In this type of concrete, autogenous shrinkage is usually more important than drying shrinkage. Autogenous shrinkage is due to the volume decrease inherent to binder hydration reactions. The rate of these reactions is influenced not only by the type of binder but also by the presence of chemical admixtures. It is recognized that SRA delay the hydration, being a secondary effect of this type of admixtures. In this work changes on the degree of hydration of cement pastes with SRA and different binders are presented, using the chemical shrinkage test.pt_BR
dc.publisherTrans Tech Publicationspt_BR
dc.rightsopenAccesspt_BR
dc.subjectShrinkagept_BR
dc.subjectAdmixturespt_BR
dc.titleChemical Shrinkage of Pastes Made with Shrinkage Reducing Admixturespt_BR
dc.typearticlept_BR
dc.identifier.localedicaoSwitzerlandpt_BR
dc.description.figures6pt_BR
dc.description.tables6pt_BR
dc.description.pagespp 105-113pt_BR
dc.description.volumeVol. 466 (2011)pt_BR
dc.description.sectorDM/NBpt_BR
dc.description.magazineKey Engineering Materialspt_BR
Appears in Collections:DM/NMC - Comunicações a congressos e artigos de revista

Files in This Item:
File Description SizeFormat 
KEM466(pag1).pdf64.11 kBAdobe PDFView/Open


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.