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dc.contributor.author | Martí Vargas, José Rocío | es_ES |
dc.contributor.author | Arbeláez, C.A. | 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 | 2016-04-13T15:39:49Z | |
dc.date.available | 2016-04-13T15:39:49Z | |
dc.date.issued | 2007 | |
dc.identifier.issn | 1225-4568 | |
dc.identifier.uri | http://hdl.handle.net/10251/62523 | |
dc.description.abstract | An experimental investigation to determine the transfer length of a seven-wire prestressing strand in different concretes is presented in this paper. A testing technique based on the analysis of bond behaviour by means of measuring the force supported by the prestressing strand on a series of specimens with different embedment lengths has been used. An analytical bond model to calculate the transfer length from an inelastic bond stress distribution along the transfer length has been obtained. A relationship between the plastic bond stress for transfer length and the concrete compressive strength at the time of prestress transfer has been found. An equation to predict the average and both the lower bound and the upper bound values of transfer length is proposed. The experimental results have not only been compared with the theoretical prediction from proposed equations in the literature, but also with experimental results obtained by several researchers. | es_ES |
dc.description.sponsorship | The content of the present paper is part of a research that is being carried out by the Concrete Technology and Science Institute (ICITECH) of the Polytechnic University of Valencia in collaboration with the companies PREVALESA and ISOCRON. This work has been financed by the Ministerio de Ciencia y Tecnología and by FEDER funds (Project MAT2003-07157). We appreciate the collaboration of the aforementioned companies and organizations, as well as the participation of the technical staff from the Concrete Structures Laboratory of the Polytechnic University of Valencia | |
dc.language | Español | es_ES |
dc.relation.ispartof | Structural engineering and mechanics | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Bond | es_ES |
dc.subject | Concrete | es_ES |
dc.subject | Pretensioning | es_ES |
dc.subject | Prestress | es_ES |
dc.subject | Transfer length | es_ES |
dc.subject | Strand | es_ES |
dc.subject | Model | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.title | Analytical model for transfer length prediction of 13 mm prestressing strand | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.12989/sem.2007.26.2.211 | |
dc.relation.projectID | info:eu-repo/grantAgreement/MICYT//MAT2003-07157/ES/Estudio Teorico-Experimental del Comportamiento Adherente Bajo Cargas Ciclicas de las Armaduras Pretesas en Elementos Prefabricados de Hormigon/ | es_ES |
dc.rights.accessRights | Cerrado | 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.description.bibliographicCitation | Martí Vargas, JR.; Arbeláez, C.; Serna Ros, P.; Navarro Gregori, J.; Pallarés Rubio, L. (2007). Analytical model for transfer length prediction of 13 mm prestressing strand. Structural engineering and mechanics. 26(2):211-229. https://doi.org/10.12989/sem.2007.26.2.211 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | http://doi.org/10.12989/sem.2007.26.2.211 | |
dc.description.upvformatpinicio | 211 | es_ES |
dc.description.upvformatpfin | 229 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 26 | es_ES |
dc.description.issue | 2 | es_ES |
dc.relation.senia | 32214 | es_ES |
dc.contributor.funder | Ministerio de Ciencia y Tecnología | |
dc.contributor.funder | Universitat Politècnica de València | es_ES |