Publicação:
Extrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibers

dc.contributor.authorTeixeira, R. S.
dc.contributor.authorSantos, S. F. [UNESP]
dc.contributor.authorChristoforo, A. L.
dc.contributor.authorSavastano, H.
dc.contributor.authorLahr, F. A.R.
dc.contributor.institutionUniversidade de São Paulo (USP)
dc.contributor.institutionUniversidade Estadual Paulista (Unesp)
dc.contributor.institutionUniversidade Federal de São Carlos (UFSCar)
dc.date.accessioned2019-10-06T15:32:38Z
dc.date.available2019-10-06T15:32:38Z
dc.date.issued2019-04-30
dc.description.abstractThe aim of this research was to evaluate the influence of the curauá or polypropylene fibers on rheological properties of fresh cementitious paste. The variables were the percentage of fiber content 1 wt% or 2 wt% and the length of the curauá or polypropylene fibers: 6 or 10 mm, but it was also prepared paste without fibers as reference. Squeeze flow and ram extrusion tests were carried out to analyze the flow of the pastes. The hardened paste was evaluated by X-ray microtomography to observe the orientation of the fibers inside the paste. Curauá fiber led to higher force of extrusion and lower displacement of the fresh cement paste at the squeeze flow test and increased the pressure at the ram extrusion test in relation to polypropylene fibers, independently of the content and length. However, length of the same fiber presented higher influence on mixture flow than fiber content.en
dc.description.affiliationUniversity of São Paulo (USP) São Carlos School of Engineering Department of Structural Engineering
dc.description.affiliationSão Paulo State University (UNESP) School of Engineering Department of Materials and Technology
dc.description.affiliationFederal University of São Carlos (UFSCAR) Department of Civil Engineering
dc.description.affiliationUniversity of São Paulo (USP) Department of Biosystems Engineering
dc.description.affiliationUnespSão Paulo State University (UNESP) School of Engineering Department of Materials and Technology
dc.description.sponsorshipFundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)
dc.description.sponsorshipConselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)
dc.description.sponsorshipCoordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)
dc.description.sponsorshipIdFAPESP: 2012/51467-3
dc.description.sponsorshipIdFAPESP: 2013/03823-8
dc.description.sponsorshipIdCNPq: 312151/2016-0
dc.description.sponsorshipIdCAPES: 3886/2014
dc.description.sponsorshipIdCNPq: 406429/2015
dc.format.extent97-110
dc.identifierhttp://dx.doi.org/10.1016/j.conbuildmat.2019.02.010
dc.identifier.citationConstruction and Building Materials, v. 205, p. 97-110.
dc.identifier.doi10.1016/j.conbuildmat.2019.02.010
dc.identifier.issn0950-0618
dc.identifier.scopus2-s2.0-85061159682
dc.identifier.urihttp://hdl.handle.net/11449/187325
dc.language.isoeng
dc.relation.ispartofConstruction and Building Materials
dc.rights.accessRightsAcesso aberto
dc.sourceScopus
dc.subjectMercury intrusion porosimetry
dc.subjectPortland cement
dc.subjectRam extruder
dc.subjectRheological additives
dc.subjectSqueeze flow
dc.subjectX-ray microtomography
dc.titleExtrudability of cement-based composites reinforced with curauá (Ananas erectifolius) or polypropylene fibersen
dc.typeResenha
dspace.entity.typePublication

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