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Proposed criteria to determine experimentally the transmission length of prestressed reinforcement

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Proposed criteria to determine experimentally the transmission length of prestressed reinforcement

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Arbeláez, C.; Martí Vargas, JR.; Serna Ros, P.; Castro-Bugallo, MC. (2006). Proposed criteria to determine experimentally the transmission length of prestressed reinforcement. Archives of Civil Engineering. 52(2):237-247. http://hdl.handle.net/10251/202394

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Title: Proposed criteria to determine experimentally the transmission length of prestressed reinforcement
Secondary Title: Proponowane kryteria eksperymentalnego okre¿lania d¿ugo¿ci odcinka przekazywania si¿y zbrojenia spr¿¿aj¿cego
Author: Arbeláez, C.A. Martí Vargas, José Rocío Serna Ros, Pedro Castro-Bugallo, M Carmen
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
Issued date:
Abstract:
[EN] In pretensioned concrete, the force in the prestressing reinforcement is transferred to the concrete by bond in the end region of the member. The distance from the end of the member over which the effective prestressing ...[+]


[Otros] Badano relacje pomi¿dzy si¿¿ w zbrojeniu a po¿lizgiem zbrojenia na obu kra¿cach próbki podczas zwalniania si¿y, w grupach próbek o ró¿nej d¿ugo¿ci zakotwienia. Obie sekwencje warto¿ci po¿lizgu przyjmuj¿ form¿ ...[+]
Subjects: Bond , Concrete , Prestressed reinforcement , Transmission length , Prestress , Slip
Copyrigths: Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
Source:
Archives of Civil Engineering. (issn: 1230-2945 )
Publisher:
De Gruyter Open Sp. z o.o.
Publisher version: https://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-article-BTB2-0028-0062
Project ID:
info:eu-repo/grantAgreement/MINISTERIO DE CIENCIA Y TECNOLOGIA//MAT2000-0346-P4-03//ADECUACION DE LA TECNOLOGIA DEL HORMIGON DE ALTA RESISTENCIA (HAR) A LA PREFABRIC/
info:eu-repo/grantAgreement/MICYT//MAT2003-07157/
Thanks:
The content of the present communication is part of a line of investigation that is carrying out by the Concrete Technology and Science Institute (ICITECH) of the Polytechnic University of Valencia in collaboration with ...[+]
Type: Artículo

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