Mostra el registre d'ítem simple

dc.contributor.authorAire, Carlos
dc.contributor.authorMolins i Borrell, Climent
dc.contributor.authorAguado de Cea, Antonio
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2013-12-02T14:11:24Z
dc.date.available2013-12-02T14:11:24Z
dc.date.created2013
dc.date.issued2013
dc.identifier.citationAire, C.; Molins, C.; Aguado, A. Ensayo de doble punzonamiento para concreto reforzado con fibra: efecto del tamaño y origen de la probeta. "Concreto y cemento: investigación y desarrollo", 2013, vol. 5, núm. 1, p. 17-31.
dc.identifier.issn2007-3011
dc.identifier.urihttp://hdl.handle.net/2117/20875
dc.description.abstractTraditionally, to characterize the behavior of reinforced concrete with fiber (CRF) flexural tests are performed on beams. However, in accordance with various studies on FRC, it has been seen different variation coefficients of the order of 20 % for the results of flexural test beams. Recently, it has been developed a new method based on the double punching, called Barcelona test, as an alternative to determine the resistance to the indirect traction of the FRC. It is a test of easy execution over which a cylinder of 150 mm of diameter and 150 mm of height, undergoes double punching test, which allows to obtain the resistance to indirect tension of the FRC, with coefficients of variation less than those obtained by methods which employ beams. This article shows the results of a comparative study between results of resistance and toughness applying the Barcelona test obtained in molded test cylinders of 100 and 150 mm and cores of 93 and 153 mm.
dc.format.extent15 p.
dc.language.isospa
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
dc.subject.lcshFiber-reinforced concrete--Testing
dc.subject.otherFiber reinforced concrete
dc.subject.otherdouble punching test
dc.subject.othertoughness
dc.subject.otherBarcelona test
dc.titleEnsayo de doble punzonamiento para concreto reforzado con fibra: efecto del tamaño y origen de la probeta
dc.typeArticle
dc.subject.lemacConstrucció en formigó armat amb fibres
dc.contributor.groupUniversitat Politècnica de Catalunya. TE - Tecnologia d'Estructures
dc.relation.publisherversionhttp://www.imcyc.com/ccid/pdf/jul-dic13_2.pdf
dc.rights.accessOpen Access
local.identifier.drac12908482
dc.description.versionPostprint (published version)
local.citation.authorAire, C.; Molins, C.; Aguado, A.
local.citation.publicationNameConcreto y cemento: investigación y desarrollo
local.citation.volume5
local.citation.number1
local.citation.startingPage17
local.citation.endingPage31


Fitxers d'aquest items

Thumbnail

Aquest ítem apareix a les col·leccions següents

Mostra el registre d'ítem simple