Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel
Increasing the lifespan of structures is of great importance for civil construction, either because of economic aspects or security to the users. Corrosion of reinforcement is one of the most recurring problems, especially in environments with high chloride content. One of the most effective alterna...
- Autores:
-
De Kayser Ortolan, Vinícius
Hilgert, Thayse
Howland, Juan José
Silva Oliveira, Luis Felipe
Fonseca Tutikian, Bernardo
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2017
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/2187
- Acceso en línea:
- https://hdl.handle.net/11323/2187
https://repositorio.cuc.edu.co/
- Palabra clave:
- Revista de la Construccion
Bending test
Hot-dip galvanizing
Reinforcement corrosion
Corrosión de la armadura
galvanizado por inmersión en caliente
adhesión
ensayo de flexión
- Rights
- openAccess
- License
- Atribución – No comercial – Compartir igual
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|
dc.title.spa.fl_str_mv |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
dc.title.translated.spa.fl_str_mv |
Evaluación Comparativa de la corrosión del hormigón armado con acero sin protección y del acero galvanizado en inmersión en caliente |
title |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
spellingShingle |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel Revista de la Construccion Bending test Hot-dip galvanizing Reinforcement corrosion Corrosión de la armadura galvanizado por inmersión en caliente adhesión ensayo de flexión |
title_short |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
title_full |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
title_fullStr |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
title_full_unstemmed |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
title_sort |
Comparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steel |
dc.creator.fl_str_mv |
De Kayser Ortolan, Vinícius Hilgert, Thayse Howland, Juan José Silva Oliveira, Luis Felipe Fonseca Tutikian, Bernardo |
dc.contributor.author.spa.fl_str_mv |
De Kayser Ortolan, Vinícius Hilgert, Thayse Howland, Juan José Silva Oliveira, Luis Felipe Fonseca Tutikian, Bernardo |
dc.subject.spa.fl_str_mv |
Revista de la Construccion Bending test Hot-dip galvanizing Reinforcement corrosion Corrosión de la armadura galvanizado por inmersión en caliente adhesión ensayo de flexión |
topic |
Revista de la Construccion Bending test Hot-dip galvanizing Reinforcement corrosion Corrosión de la armadura galvanizado por inmersión en caliente adhesión ensayo de flexión |
description |
Increasing the lifespan of structures is of great importance for civil construction, either because of economic aspects or security to the users. Corrosion of reinforcement is one of the most recurring problems, especially in environments with high chloride content. One of the most effective alternatives to protect reinforcement against corrosion is the hot-dip galvanizing of steel bars, with the addition of a zinc coating that is consumed before steel entering in reaction. In this paper, it was investigated the comparison between unprotected steel bars and hot-dip galvanized ones, immersed in four types of concrete with different water/cement ratio, and subjected to accelerated corrosion test executed by the CAIM procedure. It was observed corrosion decreased for all types of concrete, reaching 70.5% of reduction for the richest mixture, showing that the hot-dip galvanizing may be an important alternative to the wired concrete structures, particularly when used in combination with mixtures of greater durability. |
publishDate |
2017 |
dc.date.issued.none.fl_str_mv |
2017 |
dc.date.accessioned.none.fl_str_mv |
2019-01-24T13:57:12Z |
dc.date.available.none.fl_str_mv |
2019-01-24T13:57:12Z |
dc.type.spa.fl_str_mv |
Artículo de revista |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.coar.spa.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/ART |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
format |
http://purl.org/coar/resource_type/c_6501 |
status_str |
acceptedVersion |
dc.identifier.issn.spa.fl_str_mv |
07177925 |
dc.identifier.uri.spa.fl_str_mv |
https://hdl.handle.net/11323/2187 |
dc.identifier.instname.spa.fl_str_mv |
Corporación Universidad de la Costa |
dc.identifier.reponame.spa.fl_str_mv |
REDICUC - Repositorio CUC |
dc.identifier.repourl.spa.fl_str_mv |
https://repositorio.cuc.edu.co/ |
identifier_str_mv |
07177925 Corporación Universidad de la Costa REDICUC - Repositorio CUC |
url |
https://hdl.handle.net/11323/2187 https://repositorio.cuc.edu.co/ |
dc.language.iso.none.fl_str_mv |
eng |
language |
eng |
dc.rights.spa.fl_str_mv |
Atribución – No comercial – Compartir igual |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
dc.rights.coar.spa.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
rights_invalid_str_mv |
Atribución – No comercial – Compartir igual http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.publisher.spa.fl_str_mv |
Revista de la Construccion |
institution |
Corporación Universidad de la Costa |
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De Kayser Ortolan, ViníciusHilgert, ThayseHowland, Juan JoséSilva Oliveira, Luis FelipeFonseca Tutikian, Bernardo2019-01-24T13:57:12Z2019-01-24T13:57:12Z201707177925https://hdl.handle.net/11323/2187Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/Increasing the lifespan of structures is of great importance for civil construction, either because of economic aspects or security to the users. Corrosion of reinforcement is one of the most recurring problems, especially in environments with high chloride content. One of the most effective alternatives to protect reinforcement against corrosion is the hot-dip galvanizing of steel bars, with the addition of a zinc coating that is consumed before steel entering in reaction. In this paper, it was investigated the comparison between unprotected steel bars and hot-dip galvanized ones, immersed in four types of concrete with different water/cement ratio, and subjected to accelerated corrosion test executed by the CAIM procedure. It was observed corrosion decreased for all types of concrete, reaching 70.5% of reduction for the richest mixture, showing that the hot-dip galvanizing may be an important alternative to the wired concrete structures, particularly when used in combination with mixtures of greater durability.El aumento de la vida útil de las estructuras es de gran importancia para la construcción civil, sea por razones económicas o de seguridad de los usuarios. La corrosión de refuerzo es uno de los problemas más recurrentes, especialmente en entornos con alto contenido de iones cloruro. Una de las alternativas más eficaces para proteger el refuerzo contra la corrosión es la galvanización en caliente de barras de acero, con la adición de recubrimiento de zinc que se ingiere antes del acero entrar en reacción. En este trabajo, fue investigado la comparación entre las barras de acero sin protección y las galvanizadas en caliente, inmersas en cuatro tipos de hormigón con diferentes relaciones agua/cemento, y se somete a procedimiento de ensayo de corrosión acelerada ejecutado por el método CAIM. Se observó la disminución de la corrosión para todos los tipos de hormigón, alcanzando el 70,5% de la reducción de la muestra más rica, mostrando que el galvanizado por inmersión en caliente puede ser una alternativa importante para las estructuras de hormigón, especialmente cuando se utiliza en combinación con mezclas de mayor durabilidad.De Kayser Ortolan, Vinícius-a6568c82-6795-4215-9321-c563ae8a9a01-0Hilgert, Thayse-2346d915-41c1-4104-aa78-a3d9e48529ee-0Howland, Juan José-1ba0a4cb-98a0-499a-9e5c-352f61e307fd-0Silva Oliveira, Luis Felipe-5c1c9b54-f160-4f3c-bcd5-b9f532c778af-0Fonseca Tutikian, Bernardo-7fe0e95f-c8e8-4401-9371-811b40d90c0c-0engRevista de la ConstruccionAtribución – No comercial – Compartir igualinfo:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Revista de la ConstruccionBending testHot-dip galvanizingReinforcement corrosionCorrosión de la armaduragalvanizado por inmersión en calienteadhesiónensayo de flexiónComparative assessment of corrosion of concrete reinforced with unprotected steel and hot-dip galvanized steelEvaluación Comparativa de la corrosión del hormigón armado con acero sin protección y del acero galvanizado en inmersión en calienteArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersionPublicationORIGINALComparative assessment of corrosion of concrete reinforced with.pdfComparative assessment of corrosion of concrete reinforced with.pdfapplication/pdf832180https://repositorio.cuc.edu.co/bitstreams/7cbacde2-a9cc-4b35-a63a-0ec031d8b2ee/download645fca2386e367b51214b9c4e3add8deMD51LICENSElicense.txtlicense.txttext/plain; charset=utf-81748https://repositorio.cuc.edu.co/bitstreams/0e017ed4-b6d5-4729-bb44-4159dd5217b3/download8a4605be74aa9ea9d79846c1fba20a33MD52THUMBNAILComparative assessment of corrosion of concrete reinforced with.pdf.jpgComparative assessment of corrosion of concrete reinforced with.pdf.jpgimage/jpeg51216https://repositorio.cuc.edu.co/bitstreams/d1f7baaa-9dc9-4e4b-9a3e-40ada6ddcd60/download292b90bcd62d629063b91bfc42cdc9c3MD54TEXTComparative assessment of corrosion of concrete reinforced with.pdf.txtComparative assessment of corrosion of concrete reinforced with.pdf.txttext/plain29967https://repositorio.cuc.edu.co/bitstreams/fdf642eb-3010-498a-8196-58adfda9c9b1/download4db76f7f66046fefa75daa705fd9fb85MD5511323/2187oai:repositorio.cuc.edu.co:11323/21872024-09-17 10:18:42.923open.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa CUCrepdigital@cuc.edu.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 |