- -

Experimental Technique for Measuring the Long-term Transfer Length in Prestressed Concrete

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Experimental Technique for Measuring the Long-term Transfer Length in Prestressed Concrete

Mostrar el registro sencillo del ítem

Ficheros en el ítem

Thumbnail
Nombre: Experimental Technique ...
Tamaño: 178.9Kb
Formato: PDF
Descripción: Versión del Autor.
Abrir
[Cerrado]
Nombre: Martí;CARO;Serna - ...
Tamaño: 1.146Mb
Formato: PDF
Descripción: Versión editorial
Solicitar una copia al autor
dc.contributor.author Martí Vargas, José Rocío es_ES
dc.contributor.author Caro Forero, Libardo Andrés es_ES
dc.contributor.author Serna Ros, Pedro es_ES
dc.date.accessioned 2015-02-20T18:02:28Z
dc.date.available 2015-02-20T18:02:28Z
dc.date.issued 2013-04
dc.identifier.issn 0039-2103
dc.identifier.uri http://hdl.handle.net/10251/47367
dc.description.abstract This article presents a proposal of a test set-up and methodology for testing the transfer length evolution through time of prestressing reinforcement in pretensioned prestressed concrete members, aimed at providing a basis for standardization. The proposed test method is based on the instantaneous and time-related analysis of the prestressing reinforcement force profile at only one end of a pretensioned prestressed concrete member. The basis of the test method and the requirements of the prestressing frame and its components are presented, as well as the test procedure stages and the measurement devices. The interpretation of the test results and the criteria to determine both the initial and the long-term transfer lengths are explained. A test method application and the equipment for testing seven-wire prestressing strands have been designed. Some experimental results are provided to validate the test. A comparative analysis of test reliability with other existing experimental methods is also included. © 2012 Wiley Publishing Ltd. es_ES
dc.description.sponsorship Funding for this experimental research work was provided by the Spanish Ministry of Education and Science and ERDF (Projects BIA2006-05521 and BIA2009-12722). Tests were conducted in the Institute of Concrete Science and Technology (ICITECH), Universitat Politecnica de Valencia (Spain). en_EN
dc.language Inglés es_ES
dc.publisher Wiley: 12 months es_ES
dc.relation.ispartof Strain es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Bond es_ES
dc.subject Concrete es_ES
dc.subject Prestress es_ES
dc.subject Test es_ES
dc.subject Transfer length es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Experimental Technique for Measuring the Long-term Transfer Length in Prestressed Concrete es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1111/str.12019
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/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MICINN//BIA2009-12722/ES/BIA2009-12722/ es_ES
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.; Caro Forero, LA.; Serna Ros, P. (2013). Experimental Technique for Measuring the Long-term Transfer Length in Prestressed Concrete. Strain. 49(2):125-134. doi:10.1111/str.12019 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1111/str.12019 es_ES
dc.description.upvformatpinicio 125 es_ES
dc.description.upvformatpfin 134 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 49 es_ES
dc.description.issue 2 es_ES
dc.relation.senia 258726
dc.contributor.funder Universitat Politècnica de València es_ES
dc.description.references Balaji Rao, K., Anoop, M. B., Sreeshylam, P., Sridhar, S., Kesavan, K., & Ravisankar, K. (2009). Assessment of Pre-Stress Losses in Instrumented Pre-Stressed Concrete Beams Using Stochastic Analysis. Strain, 47, e175-e188. doi:10.1111/j.1475-1305.2008.00551.x es_ES
dc.description.references Base, G. D. (1957). Some tests on the effect of time on transmission length in pre-tensioned concrete. Magazine of Concrete Research, 9(26), 73-82. doi:10.1680/macr.1957.9.26.73 es_ES
dc.description.references Grace, N. F. (2000). Transfer Length of CFRP/CFCC Strands for Double-T Girders. PCI Journal, 45(5), 110-126. doi:10.15554/pcij.09012000.110.126 es_ES
dc.description.references Russell, B. W., & Burns, N. H. (1996). Measured Transfer Lengths of 0.5 and 0.6 in. Strands in Pretensioned Concrete. PCI Journal, 41(5), 44-65. doi:10.15554/pcij.09011996.44.65 es_ES
dc.description.references Marti-Vargas, J. R., Arbelaez, C. A., Serna-Ros, P., Navarro-Gregori, J., & Pallares-Rubio, L. (2007). Analytical model for transfer length prediction of 13 mm prestressing strand. Structural Engineering and Mechanics, 26(2), 211-229. doi:10.12989/sem.2007.26.2.211 es_ES
dc.description.references Floyd, R. W., Howland, M. B., & Micah Hale, W. (2011). Evaluation of strand bond equations for prestressed members cast with self-consolidating concrete. Engineering Structures, 33(10), 2879-2887. doi:10.1016/j.engstruct.2011.06.012 es_ES
dc.description.references Weerasekera , I. 1991 Transfer and flexural bond in pretensioned prestressed concrete University of Calgary, UMI Dissertation Services es_ES
dc.description.references Arango, S. E., Serna, P., Martí-Vargas, J. R., & García-Taengua, E. (2011). A Test Method to Characterize Flexural Creep Behaviour of Pre-cracked FRC Specimens. Experimental Mechanics, 52(8), 1067-1078. doi:10.1007/s11340-011-9556-2 es_ES
dc.description.references Wu, C.-H., Zhao, W., Beck, T., & Peterman, R. (2009). Optical Sensor Developments for Measuring the Surface Strains in Prestressed Concrete Members. Strain, 47, e376-e386. doi:10.1111/j.1475-1305.2009.00621.x es_ES
dc.description.references Deatherage, J. H., & Burdette, E. G. (1994). Development Length and Lateral Spacing Requirements of Prestressing Strand for Prestressed Concrete Bridge Girders. PCI Journal, 39(1), 70-83. doi:10.15554/pcij.01011994.70.83 es_ES
dc.description.references Lu, Z., Boothby, T. E., Bakis, C. E., & Nanni, A. (2000). Transfer and Development Lengths of FRP Prestressing Tendons. PCI Journal, 45(2), 84-95. doi:10.15554/pcij.03012000.84.95 es_ES
dc.description.references Kahn, L. F., Dill, J. C., & Reutlinger, C. G. (2002). Transfer and Development Length of 15-mm Strand in High Performance Concrete Girders. Journal of Structural Engineering, 128(7), 913-921. doi:10.1061/(asce)0733-9445(2002)128:7(913) es_ES
dc.description.references Martí-Vargas, J. R., Fernández-Prada, M. A., Arbeláez, C. A., Serna-Ros, P., & Miguel-Sosa, P. F. (2006). Transfer and Development Lengths of Concentrically Prestressed Concrete. PCI Journal, 51(5), 74-85. doi:10.15554/pcij.09012006.74.85 es_ES
dc.description.references Martí-Vargas, J. R., Serna, P., Navarro-Gregori, J., & Bonet, J. L. (2012). Effects of concrete composition on transmission length of prestressing strands. Construction and Building Materials, 27(1), 350-356. doi:10.1016/j.conbuildmat.2011.07.038 es_ES
dc.description.references Martí-Vargas, J. R., Serna, P., Navarro-Gregori, J., & Pallarés, L. (2012). Bond of 13mm prestressing steel strands in pretensioned concrete members. Engineering Structures, 41, 403-412. doi:10.1016/j.engstruct.2012.03.056 es_ES
dc.description.references EVANS, R. H., & ROBINSON, G. W. (1955). BOUND STRESSES IN PRESTRESSED CONCRETE FROM X-RAY PHOTOGRAPHS. Proceedings of the Institution of Civil Engineers, 4(2), 212-235. doi:10.1680/iicep.1955.11375 es_ES
dc.description.references Linger, D. A., & Bhonsle, S. R. (1963). An Investigation of Transfer Length In Pretensioned Concrete Using Photoelasticity. PCI Journal, 8(4), 13-30. doi:10.15554/pcij.08011963.13.30 es_ES
dc.description.references Chen, H.-L. (Roger), & Wissawapaisal, K. (2001). Measurement of Tensile Forces in a Seven-Wire Prestressing Strand Using Stress Waves. Journal of Engineering Mechanics, 127(6), 599-606. doi:10.1061/(asce)0733-9399(2001)127:6(599) es_ES
dc.description.references Caro, L. A., Martí-Vargas, J. R., & Serna, P. (2012). Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members. Mechanics of Time-Dependent Materials, 17(4), 501-527. doi:10.1007/s11043-012-9200-2 es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem