Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/59367
DC FieldValueLanguage
dc.contributor.authorPerez Villar, Victoren_US
dc.contributor.authorFlores Medina, Nelsonen_US
dc.contributor.authorAlonso, M. M.en_US
dc.contributor.authorGismera Diez, Saraen_US
dc.contributor.authorPuertas, Franciscaen_US
dc.date.accessioned2019-12-18T08:39:36Z-
dc.date.available2019-12-18T08:39:36Z-
dc.date.issued2019en_US
dc.identifier.issn0950-0618en_US
dc.identifier.otherWoS-
dc.identifier.urihttp://hdl.handle.net/10553/59367-
dc.description.abstractThe main aim of this paper is to measure the induced torque needed to rotate a steel fiber, hence an experimental and parametrical analysis of factors governing steel fiber alignment in cement pastes and mortar, rotating from static position and rotating in a dynamic fluid is here presented. To aim this objective, a set of rheological tests has been conducted to assess the torque necessary to rotate steel fibers immersed into different fresh cement paste and mortar mixes with Bingham fluid behaviour. Fibers of different aspect ratios (length/width) and different geometry, straight and hooked-end, have been evaluated as they are the more commonly used. On the other hand, different parameters (type of mixture, size of aggregates, volume fraction of aggregates) affecting cement mixtures are also analysed and their influence in fiber orientation discussed.en_US
dc.languageengen_US
dc.relation.ispartofConstruction and Building Materialsen_US
dc.sourceConstruction and Building Materials [ISSN 0950-0618], v. 207, p. 548-562, (Mayo 2019)en_US
dc.subject330505 Tecnología del hormigónen_US
dc.subject.otherReinforced Concreteen_US
dc.subject.otherDurability Propertiesen_US
dc.subject.otherTensile-Strengthen_US
dc.subject.otherYield-Stressen_US
dc.subject.otherOrientationen_US
dc.subject.otherBehavioren_US
dc.subject.otherModelen_US
dc.subject.otherDistributionsen_US
dc.subject.otherThixotropyen_US
dc.subject.otherFlowen_US
dc.titleAssessment of parameters governing the steel fiber alignment in fresh cement-based compositesen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.conbuildmat.2019.02.036en_US
dc.identifier.scopus85062225891-
dc.identifier.isi000468253600049-
dc.contributor.authorscopusid57199645653-
dc.contributor.authorscopusid57205467655-
dc.contributor.authorscopusid56962718300-
dc.contributor.authorscopusid57207108679-
dc.contributor.authorscopusid7006063987-
dc.identifier.eissn1879-0526-
dc.description.lastpage562en_US
dc.description.firstpage548en_US
dc.relation.volume207en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.contributor.daisngid1994082-
dc.contributor.daisngid3547949-
dc.contributor.daisngid2280289-
dc.contributor.daisngid2801330-
dc.contributor.daisngid187280-
dc.description.numberofpages15en_US
dc.utils.revisionen_US
dc.contributor.wosstandardWOS:Villar, VP-
dc.contributor.wosstandardWOS:Medina, NF-
dc.contributor.wosstandardWOS:Alonso, MM-
dc.contributor.wosstandardWOS:Diez, SG-
dc.contributor.wosstandardWOS:Puertas, F-
dc.date.coverdateMayo 2019en_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-ARQen_US
dc.description.sjr1,491
dc.description.jcr4,419
dc.description.sjrqQ1
dc.description.jcrqQ1
dc.description.scieSCIE
item.grantfulltextnone-
item.fulltextSin texto completo-
crisitem.author.deptGIR TIDES: URSCAPES-
crisitem.author.deptIU de Turismo y Desarrollo Económico Sostenible-
crisitem.author.deptDepartamento de Construcción Arquitectónica-
crisitem.author.orcid0000-0002-5826-4653-
crisitem.author.parentorgIU de Turismo y Desarrollo Económico Sostenible-
crisitem.author.fullNameFlores Medina, Nelson-
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