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Bond of 13 mm prestressing steel strands in pretensioned concrete members

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Bond of 13 mm prestressing steel strands in pretensioned concrete members

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dc.contributor.author Martí Vargas, José Rocío es_ES
dc.contributor.author Serna Ros, Pedro es_ES
dc.contributor.author Navarro Gregori, Juan es_ES
dc.contributor.author Pallarés Rubio, Luis es_ES
dc.date.accessioned 2014-12-22T15:20:26Z
dc.date.available 2014-12-22T15:20:26Z
dc.date.issued 2012-05-07
dc.identifier.issn 0141-0296
dc.identifier.uri http://hdl.handle.net/10251/45657
dc.description.abstract This paper presents an experimental research work to determine both the transmission and the anchorage lengths of seven-wire prestressing steel strands in different concrete mixes. A testing technique based on a bond behavior analysis by measuring the force supported by the prestressing strand on a series of specimens with different embedment lengths has been used. Relationships between the average bond stress for both the transmission length and anchorage length as a function of the concrete compressive strength have been found. Equations to compute transmission and anchorage lengths of 13 mm prestressing strands have been obtained. The experimental results have been compared with the theoretical prediction from proposed equations in the literature and with experimental results from other authors. 2012 Elsevier Ltd. All rights reserved. es_ES
dc.description.sponsorship The content of this article forms part of the research work that the Institute of Concrete Science and Technology (ICITECH) is presently conducting in conjunction with PREVALESA and ISOCRON. This study has been funded by the Spanish Ministry of Education and Science and ERDF (Project BIA2006-05521). The authors wish to thank the above companies as well as the concrete structures laboratory technicians at the Universitat Politecnica de Valencia for their cooperation. Finally, the authors also wish to pay their respects to C.A. Arbelaez. en_EN
dc.language Inglés es_ES
dc.publisher Elsevier es_ES
dc.relation.ispartof Engineering Structures es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Bond es_ES
dc.subject Concrete es_ES
dc.subject Strand es_ES
dc.subject Prestress es_ES
dc.subject Transmission length es_ES
dc.subject Anchorage length es_ES
dc.subject Transfer length es_ES
dc.subject Development length es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Bond of 13 mm prestressing steel strands in pretensioned concrete members es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1016/j.engstruct.2012.03.056
dc.relation.projectID info:eu-repo/grantAgreement/MEC//BIA2006-05521/ES/ESTUDIO TEORICO-EXPERIMENTAL DE LA INFLUENCIA DE LOS FENOMENOS DIFERIDOS EN EL COMPORTAMIENTO ADHERENTE DE LAS ARMADURAS PRETESAS EN ELEMENTOS PREFABRICADOS DE HORMIGON/
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.contributor.affiliation Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó es_ES
dc.description.bibliographicCitation Martí Vargas, JR.; Serna Ros, P.; Navarro Gregori, J.; Pallarés Rubio, L. (2012). Bond of 13 mm prestressing steel strands in pretensioned concrete members. Engineering Structures. 41:403-412. https://doi.org/10.1016/j.engstruct.2012.03.056 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1016/j.engstruct.2012.03.056 es_ES
dc.description.upvformatpinicio 403 es_ES
dc.description.upvformatpfin 412 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 41 es_ES
dc.relation.senia 223268
dc.contributor.funder Ministerio de Educación y Ciencia
dc.contributor.funder European Regional Development Fund


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