Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars

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The present study deals with the use of fiberglass reinforced polymer bars (GFRP) as a replacement for the common steel of a reinforced concrete circular pile, in order to avoid the corrosion of durability of reinforcing bars and thus improve them. The comparative analysis was carried out between a...

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Detalles Bibliográficos
Autores: Pichardo, C., Tovar, W., Fernandez-Davila, V. I.
Formato: artículo
Fecha de Publicación:2020
Institución:Universidad Peruana de Ciencias Aplicadas
Repositorio:UPC-Institucional
Lenguaje:inglés
OAI Identifier:oai:repositorioacademico.upc.edu.pe:10757/651796
Enlace del recurso:https://doi.org/10.1088/1757-899X/758/1/012009
http://hdl.handle.net/10757/651796
Nivel de acceso:acceso abierto
Materia:Curvature ductility
Circular cross-section
Concrete reinforced
https://purl.org/pe-repo/ocde/ford#2.01.00
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dc.title.en_US.fl_str_mv Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
title Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
spellingShingle Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
Pichardo, C.
Curvature ductility
Circular cross-section
Concrete reinforced
https://purl.org/pe-repo/ocde/ford#2.01.00
title_short Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
title_full Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
title_fullStr Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
title_full_unstemmed Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
title_sort Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
dc.creator.none.fl_str_mv Pichardo, C.
author Pichardo, C.
author_facet Pichardo, C.
Tovar, W.
Fernandez-Davila, V. I.
author_role author
author2 Tovar, W.
Fernandez-Davila, V. I.
author2_role author
author
dc.contributor.author.fl_str_mv Pichardo, C.
Tovar, W.
Fernandez-Davila, V. I.
dc.subject.en_US.fl_str_mv Curvature ductility
Circular cross-section
Concrete reinforced
topic Curvature ductility
Circular cross-section
Concrete reinforced
https://purl.org/pe-repo/ocde/ford#2.01.00
dc.subject.ocde.none.fl_str_mv https://purl.org/pe-repo/ocde/ford#2.01.00
description The present study deals with the use of fiberglass reinforced polymer bars (GFRP) as a replacement for the common steel of a reinforced concrete circular pile, in order to avoid the corrosion of durability of reinforcing bars and thus improve them. The comparative analysis was carried out between a pile reinforced with GFRP and another with steel, where the ductility was evaluated by obtaining moment-curvature diagram. As a result, said idealized moment-curvature diagrams and ductility indices are presented, concluding the ductility of the section reinforced with GFRP in 20% more than that of steel.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2020-04-27T15:23:56Z
dc.date.available.none.fl_str_mv 2020-04-27T15:23:56Z
dc.date.issued.fl_str_mv 2020-02-28
dc.type.en_US.fl_str_mv info:eu-repo/semantics/article
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dc.identifier.doi.none.fl_str_mv https://doi.org/10.1088/1757-899X/758/1/012009
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10757/651796
dc.identifier.journal.en_US.fl_str_mv IOP Conference Series: Materials Science and Engineering
dc.identifier.eid.none.fl_str_mv 2-s2.0-85082107187
dc.identifier.scopusid.none.fl_str_mv SCOPUS_ID:85082107187
dc.identifier.isni.none.fl_str_mv 0000 0001 2196 144X
identifier_str_mv 17578981
IOP Conference Series: Materials Science and Engineering
2-s2.0-85082107187
SCOPUS_ID:85082107187
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url https://doi.org/10.1088/1757-899X/758/1/012009
http://hdl.handle.net/10757/651796
dc.language.iso.en_US.fl_str_mv eng
language eng
dc.relation.ispartof.en_US.fl_str_mv IOP Conference Series: Materials Science and Engineering
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dc.relation.volume.none.fl_str_mv 758
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dc.source.none.fl_str_mv reponame:UPC-Institucional
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Evaluation of the curvature ductility ratio of a circular cross-section of concrete reinforced with GFRP bars
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