Mostra el registre d'ítem simple

dc.contributor.authorSantos, Ana C. P.
dc.contributor.authorOrtiz Lozano, José Ángel
dc.contributor.authorVillegas, Noe
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2015-04-27T18:58:48Z
dc.date.available2017-03-31T00:30:34Z
dc.date.created2015-03
dc.date.issued2015-03
dc.identifier.citationSantos, A. [et al.]. Experimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC). "Construction & building materials", Març 2015, vol. 78, p. 40-49.
dc.identifier.issn0950-0618
dc.identifier.urihttp://hdl.handle.net/2117/27609
dc.description.abstractIn recent years, the use of self-compacting concrete (SCC) has been increasing. Although methods for designing the mixture proportions usually derive from experience with conventional concretes, some specific procedures still are not universally accepted. The design and characterization of SCC influences not only the mix components (paste volume and nature, binder amount and type, granular skeleton, etc.) but also the testing methods used to validate the self-compactability (usually in terms of rheology, fluidity, viscosity and resistance to segregation). This paper studies the influence on SCC mechanical properties based on the consideration of two types of granular skeleton, discontinuous and continuous, for different strength levels (35 and 60 MPa). For the both strength levels studied, the mix with continuous granular skeleton exhibited slightly higher segregation resistance and mechanical properties than did mixes with discontinuous granular skeleton. (C) 2015 Elsevier Ltd. All rights reserved.
dc.format.extent10 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshSelf-consolidating concrete
dc.subject.otherSelf-compacting concrete
dc.subject.otherGranular skeleton distribution
dc.subject.otherConcrete rheology
dc.subject.otherWorkability
dc.subject.otherCompressive strength
dc.subject.otherModulus of elasticity
dc.subject.otherTensile strength
dc.subject.otherBond strength
dc.subject.otherSTRENGTH
dc.subject.otherDESIGN
dc.subject.otherMIX
dc.titleExperimental study about the effects of granular skeleton distribution on the mechanical properties of self-compacting concrete (SCC)
dc.typeArticle
dc.subject.lemacFormigó autocompactant
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.identifier.doi10.1016/j.conbuildmat.2015.01.006
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.sciencedirect.com/science/article/pii/S0950061815000197
dc.rights.accessOpen Access
local.identifier.drac15578282
dc.description.versionPostprint (author’s final draft)
local.citation.authorSantos, A.; Ortiz, J. A.; Villegas, N.; Aguado, A.
local.citation.publicationNameConstruction & building materials
local.citation.volume78
local.citation.startingPage40
local.citation.endingPage49


Fitxers d'aquest items

Thumbnail

Aquest ítem apareix a les col·leccions següents

Mostra el registre d'ítem simple