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Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members

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Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members

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Caro Forero, LA.; Martí Vargas, JR.; Serna Ros, P. (2013). 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

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Título: Time-dependent evolution of strand transfer length in pretensioned prestressed concrete members
Autor: Caro Forero, Libardo Andrés Martí Vargas, José Rocío Serna Ros, Pedro
Entidad UPV: Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
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
Fecha difusión:
Resumen:
For design purposes, it is generally considered that prestressing strand transfer length does not change with time. However, some experimental studies on the effect of time on transfer lengths show contradictory results. ...[+]
Palabras clave: Bond , Concrete , Prestress , Strand , Time , Transfer length
Derechos de uso: Reserva de todos los derechos
Fuente:
Mechanics of Time-Dependent Materials. (issn: 1385-2000 )
DOI: 10.1007/s11043-012-9200-2
Editorial:
Society for Experimental Mechanics (SEM)
Versión del editor: http://dx.doi.org/10.1007/s11043-012-9200-2
Código del Proyecto:
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/
info:eu-repo/grantAgreement/MICINN//BIA2009-12722/ES/
Agradecimientos:
Funding for this experimental research work has been provided by the Spanish Ministry of Education and Science and ERDF (Projects BIA2006-05521 and BIA2009-12722). Tests have been conducted at the Institute of Concrete ...[+]
Tipo: Artículo

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