Please use this identifier to cite or link to this item: http://ri.uaemex.mx/handle20.500.11799/32753
DC FieldValueLanguage
dc.contributor.authorLiliana Ivette Ávila Córdobaen_EU
dc.contributor.authorGONZALO MARTINEZ BARRERAen_EU
dc.contributor.authorCARLOS EDUARDO BARRERA DIAZen_EU
dc.contributor.authorFERNANDO UREÑA NUÑEZen_EU
dc.creatorLiliana Ivette Ávila Córdoba-
dc.creatorGONZALO MARTINEZ BARRERA-
dc.creatorCARLOS EDUARDO BARRERA DIAZ-
dc.creatorFERNANDO UREÑA NUÑEZ-
dc.date2013-05-22-
dc.date.accessioned2019-01-30T07:00:23Z-
dc.date.available2019-01-30T07:00:23Z-
dc.identifierhttp://hdl.handle.net/20.500.11799/32753-
dc.identifier.urihttp://ri.uaemex.mx/handle20.500.11799/32753-
dc.descriptionConcretes consisting of portland cement (OPC), silica sand, gravel, water, and recycled PET particles were developed. Specimens without PET particles were prepared for comparison. Curing times, PET particle sizes, and aggregate concentrations were varied. The compressive strength, compressive strain at yield point, and Young modulus were determined. Morphological and chemical compositions of recycled PET particles were seen in a scanning electron microscopy. Results show that smaller PET particle sizes in lower concentrations generate improvements on compressive strength and strain, and Young’s modulus decreases when the size of PET particles used was increased.-
dc.languageeng-
dc.publisherHindawi-
dc.relationVolumen;2013-
dc.relationArticle ID;763276-
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.rightshttp://creativecommons.org/licenses/by-nc-nd/4.0-
dc.source1687-9422-
dc.subjectRecycled PET-
dc.subjectComposites-
dc.subjectCement-
dc.subjectinfo:eu-repo/classification/cti/2-
dc.titleEffects on mechanical properties of recycled PET in cement-based composites-
dc.typearticle-
dc.audiencestudents-
dc.audienceresearchers-
item.fulltextNo Fulltext-
item.grantfulltextnone-
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