Resistência à corrosão dos aços CA24 e CA50 frente à ação dos cloretos

Detalhes bibliográficos
Autor(a) principal: Carvalho, Leonardo Gomes de Sá e
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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spelling 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. 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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
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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
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