Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos
Autor(a) principal: | |
---|---|
Data de Publicação: | 2014 |
Tipo de documento: | Dissertação |
Idioma: | por |
Título da fonte: | Repositório Institucional da UFG |
dARK ID: | ark:/38995/001300000d6c0 |
Texto Completo: | http://repositorio.bc.ufg.br/tede/handle/tede/4368 |
Resumo: | Corrosion of reinforcement in concrete structures constitutes one of the most serious and costly problems to be solved in construction. Currently, a number of professionals are somehow mobilized in order to prevent, control and repair concrete structures subjected or with steel corrosion. This paper presents and discusses the main results of an experimental study aimed to verify the corrosion resistance of two different types of steel, CA24 and CA50. The CA24 steel was widely used in construction of the 1930s to 1960s, and CA50 steel is the most currently employed as reinforcement of concrete structures. Besides the type of steel, the study evaluated the influence of bar diameter (5mm and 25mm ) in the process of passivation, depassivation and propagation of corrosion. For the study, steel bars 5mm and 25mm, of the CA24 and CA50 were introduced in body-of-proof molded prismatic with a reference concrete. The bodies of the specimen underwent regular cycles of immersion in NaCl solution with 2 % concentration and drying. Were also shaped bodies-specimens with 3% sodium chloride in the mixing water by mass of cement. These remained initially in place with controlled humidity 55 ± 15 % and subsequently passed through cycles of immersion in clean water and drying. Monitoring for 210 days, the corrosion was evaluated by the electrochemical corrosion potential measurements (Ecorr) and polarization resistance (icorr). The concrete was monitored by measurements of surface resistivity (ρ). Before corrosion valuation, metallographic tests, chemical composition and mechanical tests for steel characterization were performed. The electrochemical mass loss were compared with the gravimetric weight loss, showing that steel CA50 to CA24 in comparison, is more susceptible to corrosion. The study also showed that steels with smaller diameter have lower corrosion resistance. |
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Figueiredo, Enio José Pazinihttp://lattes.cnpq.br/4075543806767323Figueiredo, Enio José PaziniBacarji, EdgarNepomuceno, Antônio AlbertoCosta, Valéria Conceição Mourohttp://lattes.cnpq.br/2005109129086342Carvalho, Leonardo Gomes de Sá e2015-03-27T14:38:52Z2014-01-24CARVALHO, L. G. S. Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos. 2014. 159 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Goiás, Goiânia, 2014.http://repositorio.bc.ufg.br/tede/handle/tede/4368ark:/38995/001300000d6c0Corrosion of reinforcement in concrete structures constitutes one of the most serious and costly problems to be solved in construction. Currently, a number of professionals are somehow mobilized in order to prevent, control and repair concrete structures subjected or with steel corrosion. This paper presents and discusses the main results of an experimental study aimed to verify the corrosion resistance of two different types of steel, CA24 and CA50. The CA24 steel was widely used in construction of the 1930s to 1960s, and CA50 steel is the most currently employed as reinforcement of concrete structures. Besides the type of steel, the study evaluated the influence of bar diameter (5mm and 25mm ) in the process of passivation, depassivation and propagation of corrosion. For the study, steel bars 5mm and 25mm, of the CA24 and CA50 were introduced in body-of-proof molded prismatic with a reference concrete. The bodies of the specimen underwent regular cycles of immersion in NaCl solution with 2 % concentration and drying. Were also shaped bodies-specimens with 3% sodium chloride in the mixing water by mass of cement. These remained initially in place with controlled humidity 55 ± 15 % and subsequently passed through cycles of immersion in clean water and drying. Monitoring for 210 days, the corrosion was evaluated by the electrochemical corrosion potential measurements (Ecorr) and polarization resistance (icorr). The concrete was monitored by measurements of surface resistivity (ρ). Before corrosion valuation, metallographic tests, chemical composition and mechanical tests for steel characterization were performed. The electrochemical mass loss were compared with the gravimetric weight loss, showing that steel CA50 to CA24 in comparison, is more susceptible to corrosion. The study also showed that steels with smaller diameter have lower corrosion resistance.A corrosão de armaduras em estruturas de concreto constitui-se em um dos problemas mais sérios e onerosos a serem resolvidos na construção civil. Atualmente, vários profissionais estão mobilizados no sentido de prevenir, controlar e reparar estruturas sujeitas ou com corrosão de armaduras. O presente trabalho apresenta e discute os principais resultados de uma pesquisa experimental cujo objetivo foi verificar a resistência à corrosão de dois diferentes tipos de aço, o CA24 e o CA50. O aço CA24 foi amplamente empregado nas construções das décadas de 40 a 60, e o aço CA50 é o mais empregado atualmente como armadura de estruturas de concreto. Além do tipo de aço, o estudo avaliou a influência do diâmetro da barra (5mm e 25mm) nos processos de passivação, despassivação e propagação da corrosão. Para a realização do estudo, foram introduzidas barras de aço de 5mm e 25mm, de CA24 e CA50, em corpos-de-prova prismáticos moldados com um concreto de referência. Os corpos-de-prova foram submetidos a ciclos regulares de imersão, em solução de 2% de NaCl com 2%, e secagem. Foram moldados, também, corpos-de-prova com 3% de cloretos de sódio na água de amassamento, em relação à massa de cimento. Estes permaneceram, inicialmente, em local com umidade controlada de 55 ± 15% e, posteriormente, passaram por ciclos de imersão em água potável e secagem. Durante 210 dias de monitoramento, a corrosão foi avaliada por meio das medidas eletroquímicas de potencial de corrosão (Ecorr) e resistência de polarização (icorr). O concreto foi monitorado por meio de medidas de resistividade superficial (ρ). Antes do inicio dos ensaios de corrosão, foram realizados os ensaios de metalografia, composição química e ensaios mecânicos, para a caracterização das barras de aço. As perdas de massa eletroquímicas foram comparadas com as perdas de massa gravimétricas, mostrando que o aço CA50, em comparação ao CA24, é mais suscetível à corrosão. O estudo mostrou também que aços com menor diâmetro possuem menor resistência à corrosão.Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2015-03-27T11:14:41Z No. of bitstreams: 2 Dissertação - Leonardo Gomes de Sá e Carvalho - 2014.pdf: 5044636 bytes, checksum: 3871b0d2777c9ab38b3d7c7cb34138cc (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2015-03-27T14:38:00Z (GMT) No. of bitstreams: 2 Dissertação - Leonardo Gomes de Sá e Carvalho - 2014.pdf: 5044636 bytes, checksum: 3871b0d2777c9ab38b3d7c7cb34138cc (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Made available in DSpace on 2015-03-27T14:38:52Z (GMT). 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dc.title.por.fl_str_mv |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
dc.title.alternative.eng.fl_str_mv |
Corrosion resistance of steel CA24 and CA50 front of the action chloride |
title |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
spellingShingle |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos Carvalho, Leonardo Gomes de Sá e Corrosão Técnicas eletroquímicas Íons cloreto Corrosion Electrochemical techniques Chloride ions ENGENHARIA CIVIL::CONSTRUCAO CIVIL |
title_short |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
title_full |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
title_fullStr |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
title_full_unstemmed |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
title_sort |
Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos |
author |
Carvalho, Leonardo Gomes de Sá e |
author_facet |
Carvalho, Leonardo Gomes de Sá e |
author_role |
author |
dc.contributor.advisor1.fl_str_mv |
Figueiredo, Enio José Pazini |
dc.contributor.advisor1Lattes.fl_str_mv |
http://lattes.cnpq.br/4075543806767323 |
dc.contributor.referee1.fl_str_mv |
Figueiredo, Enio José Pazini |
dc.contributor.referee2.fl_str_mv |
Bacarji, Edgar |
dc.contributor.referee3.fl_str_mv |
Nepomuceno, Antônio Alberto |
dc.contributor.referee4.fl_str_mv |
Costa, Valéria Conceição Mouro |
dc.contributor.authorLattes.fl_str_mv |
http://lattes.cnpq.br/2005109129086342 |
dc.contributor.author.fl_str_mv |
Carvalho, Leonardo Gomes de Sá e |
contributor_str_mv |
Figueiredo, Enio José Pazini Figueiredo, Enio José Pazini Bacarji, Edgar Nepomuceno, Antônio Alberto Costa, Valéria Conceição Mouro |
dc.subject.por.fl_str_mv |
Corrosão Técnicas eletroquímicas Íons cloreto |
topic |
Corrosão Técnicas eletroquímicas Íons cloreto Corrosion Electrochemical techniques Chloride ions ENGENHARIA CIVIL::CONSTRUCAO CIVIL |
dc.subject.eng.fl_str_mv |
Corrosion Electrochemical techniques Chloride ions |
dc.subject.cnpq.fl_str_mv |
ENGENHARIA CIVIL::CONSTRUCAO CIVIL |
description |
Corrosion of reinforcement in concrete structures constitutes one of the most serious and costly problems to be solved in construction. Currently, a number of professionals are somehow mobilized in order to prevent, control and repair concrete structures subjected or with steel corrosion. This paper presents and discusses the main results of an experimental study aimed to verify the corrosion resistance of two different types of steel, CA24 and CA50. The CA24 steel was widely used in construction of the 1930s to 1960s, and CA50 steel is the most currently employed as reinforcement of concrete structures. Besides the type of steel, the study evaluated the influence of bar diameter (5mm and 25mm ) in the process of passivation, depassivation and propagation of corrosion. For the study, steel bars 5mm and 25mm, of the CA24 and CA50 were introduced in body-of-proof molded prismatic with a reference concrete. The bodies of the specimen underwent regular cycles of immersion in NaCl solution with 2 % concentration and drying. Were also shaped bodies-specimens with 3% sodium chloride in the mixing water by mass of cement. These remained initially in place with controlled humidity 55 ± 15 % and subsequently passed through cycles of immersion in clean water and drying. Monitoring for 210 days, the corrosion was evaluated by the electrochemical corrosion potential measurements (Ecorr) and polarization resistance (icorr). The concrete was monitored by measurements of surface resistivity (ρ). Before corrosion valuation, metallographic tests, chemical composition and mechanical tests for steel characterization were performed. The electrochemical mass loss were compared with the gravimetric weight loss, showing that steel CA50 to CA24 in comparison, is more susceptible to corrosion. The study also showed that steels with smaller diameter have lower corrosion resistance. |
publishDate |
2014 |
dc.date.issued.fl_str_mv |
2014-01-24 |
dc.date.accessioned.fl_str_mv |
2015-03-27T14:38:52Z |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/masterThesis |
format |
masterThesis |
status_str |
publishedVersion |
dc.identifier.citation.fl_str_mv |
CARVALHO, L. G. S. Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos. 2014. 159 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Goiás, Goiânia, 2014. |
dc.identifier.uri.fl_str_mv |
http://repositorio.bc.ufg.br/tede/handle/tede/4368 |
dc.identifier.dark.fl_str_mv |
ark:/38995/001300000d6c0 |
identifier_str_mv |
CARVALHO, L. G. S. Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos. 2014. 159 f. Dissertação (Mestrado em Engenharia Civil) - Universidade Federal de Goiás, Goiânia, 2014. ark:/38995/001300000d6c0 |
url |
http://repositorio.bc.ufg.br/tede/handle/tede/4368 |
dc.language.iso.fl_str_mv |
por |
language |
por |
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dc.relation.confidence.fl_str_mv |
600 600 600 |
dc.relation.department.fl_str_mv |
724087251626315585 |
dc.relation.cnpq.fl_str_mv |
-2538089779098232013 |
dc.rights.driver.fl_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
http://creativecommons.org/licenses/by-nc-nd/4.0/ |
eu_rights_str_mv |
openAccess |
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dc.publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.publisher.program.fl_str_mv |
Programa de Pós-graduação em Engenharia Civil (EEC) |
dc.publisher.initials.fl_str_mv |
UFG |
dc.publisher.country.fl_str_mv |
Brasil |
dc.publisher.department.fl_str_mv |
Escola de Engenharia Civil - EEC (RG) |
publisher.none.fl_str_mv |
Universidade Federal de Goiás |
dc.source.none.fl_str_mv |
reponame:Repositório Institucional da UFG instname:Universidade Federal de Goiás (UFG) instacron:UFG |
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Universidade Federal de Goiás (UFG) |
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UFG |
reponame_str |
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Repositório Institucional da UFG |
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MD5 MD5 MD5 MD5 MD5 MD5 MD5 |
repository.name.fl_str_mv |
Repositório Institucional da UFG - Universidade Federal de Goiás (UFG) |
repository.mail.fl_str_mv |
tasesdissertacoes.bc@ufg.br |
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1815172639796232192 |