Assessment of transmission length of prestressing strands according to fib Model Code 2010

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dc.contributor.affiliationDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.affiliationInstituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
dc.contributor.authorDang, Canh N.es_ES
dc.contributor.authorHale, W. Micahes_ES
dc.contributor.authorMartí Vargas, José Rocío
dc.contributor.funderUniversity of Arkansas
dc.contributor.funderTon Duc Thang University
dc.date.accessioned2018-09-17T08:23:45Z
dc.date.available2018-09-17T08:23:45Z
dc.date.issued2017es_ES
dc.description.abstract[EN] The use of 18-mm prestressing strands is advantageous in the construction of long-span bridges. Transmission length is a significant parameter in the design of pretensioned concrete members. This study provides a unique set of experimental data to validate the applicability of using the fib Model Code 2010 to predict the transmission length and strand draw-in of 18-mm strands. Twelve pretensioned concrete beams were cast with high-strength concrete. Transmission lengths were measured at prestress transfer and at 28-day of age. The experimental results indicated the lower and upper bounds of transmission length specified by the code adequately predict the measured values.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationDang, CN.; Hale, WM.; Martí Vargas, JR. (2017). Assessment of transmission length of prestressing strands according to fib Model Code 2010. Engineering Structures. 147:425-433. doi:10.1016/j.engstruct.2017.06.019es_ES
dc.description.sponsorshipThis research is supported by the University of Arkansas at Fayetteville and the Ton Duc Thang University. The authors would like to thank Insteel Industries Inc. for providing the prestressing strands for this research. The authors also would like to thank a number of individuals at the University of Arkansas for their contribution in this study.es_ES
dc.description.upvformatpfin433es_ES
dc.description.upvformatpinicio425es_ES
dc.description.volume147es_ES
dc.identifier.doi10.1016/j.engstruct.2017.06.019es_ES
dc.identifier.issn0141-0296es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/107441
dc.languageIngléses_ES
dc.publisherElsevieres_ES
dc.relation.ispartofEngineering Structureses_ES
dc.relation.pasarelaS\354839es_ES
dc.relation.publisherversionhttps://doi.org/10.1016/j.engstruct.2017.06.019es_ES
dc.rightsReserva de todos los derechoses_ES
dc.rights.accessRightsCerradoes_ES
dc.subjectPretensioned concretees_ES
dc.subjectTransmission lengthes_ES
dc.subjectTransfer lengthes_ES
dc.subjectStrand draw-ines_ES
dc.subject18-mm strandes_ES
dc.subjectHigh-strength concretees_ES
dc.subject.classificationINGENIERIA DE LA CONSTRUCCIONes_ES
dc.titleAssessment of transmission length of prestressing strands according to fib Model Code 2010es_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
person.identifier43
person.identifier.orcid0000-0003-1665-2348
relation.isAuthorOfPublication59319ecc-4326-45f3-b112-4308db8f7287
relation.isAuthorOfPublication.latestForDiscovery59319ecc-4326-45f3-b112-4308db8f7287
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upv.uuidb41e95f3-cadd-4e9d-8820-8013c57cbd81es_ES

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