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dc.contributorSecretariat of State for Research, Development and Innovation of Spainen-US
dc.contributorPromotora del Mediterráneo S.A. (PROMSA)en-US
dc.contributorStructure Technology Laboratory Luis Agulló of Barcelona Techen-US
dc.creatordos Santos, Ana Carolina Parapinski; Universidade Federal da Integração Latinoamericana
dc.creatorAguado, Antonio; Universitat Politecnica de Catalunya
dc.creatorVillegas, Noe; Universidade Federal da Integração Latinoamericana
dc.date2017-02-04
dc.date.accessioned2019-05-03T12:19:29Z
dc.date.available2019-05-03T12:19:29Z
dc.identifierhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/483
dc.identifier.urihttp://revistaschilenas.uchile.cl/handle/2250/83749
dc.descriptionThe new generation of innovative projects has led to the use of greater amounts of reinforcement and the development of concrete with specific characteristics. It is necessary to use a material that ensures the uniformity of the cross section, as well as the adherence of the existing reinforcement, and due to this, the self-consolidating concrete becomes an technique alternative has great potential to achieve these properties.The aim of this paper is to analyze the bond behavior of self-consolidating concrete that was obtained by means of the Beam Test performed within a large experimental campaign of characterization. Four types of SCC were studied with two strength levels (40 MPa and 60MPa) and two different types of granular skeletons, using two specimens at each age (3, 7, and 28 days). All specimens were tested with a corrugated steel bar 10 mm in diameter. The results show that the adhesion tension independently of resistance presents a rapidly evolving at 7 days reached 95% of the total adhesion by 28 days.en-US
dc.formatapplication/pdf
dc.languageeng
dc.publisherPONTIFICIA UNIVERSIDAD CATOLICA DE CHILEen-US
dc.relationhttp://revistadelaconstruccion.uc.cl/index.php/rdlc/article/view/483/146
dc.sourceRevista de la Construcción. Journal of Construction; Vol 15, No 3 (2016): Revista de la Construcción. Journal of Construction; 9-16en-US
dc.source0718-915X
dc.source0717-7925
dc.subjectCivil Engineeringen-US
dc.subjectBond Behavior, Self-Consolidating Concrete, Strength, beam-test, granular skeletonen-US
dc.titleBOND BEHAVIOR OF SELF CONSOLIDATING CONCRETEen-US
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typePeer-reviewed Articleen-US


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