Slip distribution model along the anchorage length of prestressing strands

An analytical model to predict strand slips within both transmission and anchorage lengths in pretensioned prestressed concrete members is presented. This model has been derived from an experimental research work by analysing the bond behavior and determining the transmission and anchorage lengths o...

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Detalles Bibliográficos
Autores: Martí Vargas, José Rocío|||0000-0003-1665-2348, Serna Ros, Pedro|||0000-0001-8754-1165, Hale, WM, García Taengua, Emilio José
Tipo de recurso: artículo
Fecha de publicación:2014
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:inglés
OAI Identifier:oai:riunet.upv.es:10251/51842
Acceso en línea:https://riunet.upv.es/handle/10251/51842
Access Level:acceso abierto
Palabra clave:Concrete
Strand
Bond
Prestress
Transmission length
Anchorage length
Slip
Model
INGENIERIA DE LA CONSTRUCCION
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spelling Slip distribution model along the anchorage length of prestressing strandsMartí Vargas, José Rocío|||0000-0003-1665-2348Serna Ros, Pedro|||0000-0001-8754-1165Hale, WMGarcía Taengua, Emilio JoséConcreteStrandBondPrestressTransmission lengthAnchorage lengthSlipModelINGENIERIA DE LA CONSTRUCCIONAn analytical model to predict strand slips within both transmission and anchorage lengths in pretensioned prestressed concrete members is presented. This model has been derived from an experimental research work by analysing the bond behavior and determining the transmission and anchorage lengths of seven-wire prestressing steel strands in different concrete mixes. A testing technique based on measuring the prestressing strand force in specimens with different embedment lengths has been used. The testing technique allows measurement of free end slip as well as indirect determination of the strand slip at different cross sections of a member without interfering with bond phenomena. The experimental results and the proposed model for strand slip distribution have been compared with theoretical predictions according to different equations in the literature and with experimental results obtained by other researchers.The content of the present paper is based on tests which were conducted in the Institute of Concrete Science and Technology (ICI-TECH), at Universitat Politecnica of Valencia (Spain), in collaboration with the companies PREVALESA and ISOCRON. Funding for this experimental research work was provided by the Spanish Ministry of Education and Science/Science and Innovation and ERDF (Project BIA2006-05521 and Project BIA2009-12722). The authors wish to thank the above companies as well as the concrete structures laboratory technicians at the Universitat Politecnica of Valencia for their cooperation. Finally, the authors also wish to pay their respects to C.A. Arbelaez.ElsevierDepartamento de Ingeniería de la Construcción y de Proyectos de Ingeniería CivilEscuela Técnica Superior de Ingeniería de Caminos, Canales y PuertosInstituto Universitario de Investigación de Ciencia y Tecnología del HormigónMinisterio de Ciencia e InnovaciónMinisterio de Educación y CienciaRepositorio Institucional de la Universitat Politècnica de València Riunet20142014-02-01journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfapplication/pdfhttps://riunet.upv.es/handle/10251/51842reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valénciainstname:Universitat Politècnica de València (UPV)InglésengMinisterio de Educación y Ciencia https://doi.org/10.13039/501100008743 BIA2006-05521 ESTUDIO TEORICO-EXPERIMENTAL DE LA INFLUENCIA DE LOS FENOMENOS DIFERIDOS EN EL COMPORTAMIENTO ADHERENTE DE LAS ARMADURAS PRETESAS EN ELEMENTOS PREFABRICADOS DE HORMIGONMinisterio de Educación y Ciencia https://doi.org/10.13039/501100008743 BIA2009-12722open accesshttp://purl.org/coar/access_right/c_abf2Reconocimiento - No comercial - Sin obra derivada (by-nc-nd) http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessoai:riunet.upv.es:10251/518422026-06-13T07:49:27Z
dc.title.none.fl_str_mv Slip distribution model along the anchorage length of prestressing strands
title Slip distribution model along the anchorage length of prestressing strands
spellingShingle Slip distribution model along the anchorage length of prestressing strands
Martí Vargas, José Rocío|||0000-0003-1665-2348
Concrete
Strand
Bond
Prestress
Transmission length
Anchorage length
Slip
Model
INGENIERIA DE LA CONSTRUCCION
title_short Slip distribution model along the anchorage length of prestressing strands
title_full Slip distribution model along the anchorage length of prestressing strands
title_fullStr Slip distribution model along the anchorage length of prestressing strands
title_full_unstemmed Slip distribution model along the anchorage length of prestressing strands
title_sort Slip distribution model along the anchorage length of prestressing strands
dc.creator.none.fl_str_mv Martí Vargas, José Rocío|||0000-0003-1665-2348
Serna Ros, Pedro|||0000-0001-8754-1165
Hale, WM
García Taengua, Emilio José
author Martí Vargas, José Rocío|||0000-0003-1665-2348
author_facet Martí Vargas, José Rocío|||0000-0003-1665-2348
Serna Ros, Pedro|||0000-0001-8754-1165
Hale, WM
García Taengua, Emilio José
author_role author
author2 Serna Ros, Pedro|||0000-0001-8754-1165
Hale, WM
García Taengua, Emilio José
author2_role author
author
author
dc.contributor.none.fl_str_mv Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil
Escuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
Instituto Universitario de Investigación de Ciencia y Tecnología del Hormigón
Ministerio de Ciencia e Innovación
Ministerio de Educación y Ciencia
Repositorio Institucional de la Universitat Politècnica de València Riunet
dc.subject.none.fl_str_mv Concrete
Strand
Bond
Prestress
Transmission length
Anchorage length
Slip
Model
INGENIERIA DE LA CONSTRUCCION
topic Concrete
Strand
Bond
Prestress
Transmission length
Anchorage length
Slip
Model
INGENIERIA DE LA CONSTRUCCION
description An analytical model to predict strand slips within both transmission and anchorage lengths in pretensioned prestressed concrete members is presented. This model has been derived from an experimental research work by analysing the bond behavior and determining the transmission and anchorage lengths of seven-wire prestressing steel strands in different concrete mixes. A testing technique based on measuring the prestressing strand force in specimens with different embedment lengths has been used. The testing technique allows measurement of free end slip as well as indirect determination of the strand slip at different cross sections of a member without interfering with bond phenomena. The experimental results and the proposed model for strand slip distribution have been compared with theoretical predictions according to different equations in the literature and with experimental results obtained by other researchers.
publishDate 2014
dc.date.none.fl_str_mv 2014
2014-02-01
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://riunet.upv.es/handle/10251/51842
url https://riunet.upv.es/handle/10251/51842
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.relation.none.fl_str_mv Ministerio de Educación y Ciencia https://doi.org/10.13039/501100008743 BIA2006-05521 ESTUDIO TEORICO-EXPERIMENTAL DE LA INFLUENCIA DE LOS FENOMENOS DIFERIDOS EN EL COMPORTAMIENTO ADHERENTE DE LAS ARMADURAS PRETESAS EN ELEMENTOS PREFABRICADOS DE HORMIGON
Ministerio de Educación y Ciencia https://doi.org/10.13039/501100008743 BIA2009-12722
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Reconocimiento - No comercial - Sin obra derivada (by-nc-nd)
http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
instname:Universitat Politècnica de València (UPV)
instname_str Universitat Politècnica de València (UPV)
reponame_str RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
collection RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15,300724

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