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Prediction of development length from free-end slip in pretensioned concrete members

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Prediction of development length from free-end slip in pretensioned concrete members

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Dang, CN.; Floyd, RW.; Hale, WM.; Martí Vargas, JR. (2018). Prediction of development length from free-end slip in pretensioned concrete members. Magazine of Concrete Research. 70(14):714-725. https://doi.org/10.1680/jmacr.17.00334

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/126167

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Title: Prediction of development length from free-end slip in pretensioned concrete members
Author:
UPV Unit: 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
Issued date:
Abstract:
[EN] Development length of prestressing strands is a significant parameter in the design of pretensioned concrete members. The adequacy of the code equations used to predict the development length needs to be verified when ...[+]
Subjects: Beams & girders , Bond , Prestressed concrete
Copyrigths: Reserva de todos los derechos
Source:
Magazine of Concrete Research. (issn: 0024-9831 )
DOI: 10.1680/jmacr.17.00334
Publisher:
Thomas Telford Ltd.
Publisher version: https://doi.org/10.1680/jmacr.17.00334
Thanks:
The authors would like to acknowledge the financial and technical support of the Arkansas State Highway and Transportation Department (AHTD), Mack-Blackwell Rural Transportation Center (MBTC) and Ton Duc Thang University. ...[+]
Type: Artículo

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