Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness
Autor(a) principal: | |
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Data de Publicação: | 2013 |
Outros Autores: | , , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Revista IBRACON de Estruturas e Materiais |
Texto Completo: | http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400004 |
Resumo: | In developed countries like the UK, France, Italy and Germany, it is estimated that spending on maintenance and repair is practically the same as investment in new constructions. Therefore, this paper aims to study different ways of interfering in the corrosion kinetic using an accelerated corrosion test - CAIM, that simulates the chloride attack. The three variables are: concrete cover thickness, use of silica fume and the water/binder ratio. It was found, by analysis of variance of the weight loss of the steel bars and chloride content in the concrete cover thickness, there is significant influence of the three variables. Also, the results indicate that the addition of silica fume is the path to improve the corrosion protection of low water/binder ratio concretes (like 0.4) and elevation of the concrete cover thickness is the most effective solution to increase protection of high water/binder ratio concrete (above 0.5). |
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Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thicknesscorrosionCAIMsilica fume, water/binder ratioconcrete cover thicknessIn developed countries like the UK, France, Italy and Germany, it is estimated that spending on maintenance and repair is practically the same as investment in new constructions. Therefore, this paper aims to study different ways of interfering in the corrosion kinetic using an accelerated corrosion test - CAIM, that simulates the chloride attack. The three variables are: concrete cover thickness, use of silica fume and the water/binder ratio. It was found, by analysis of variance of the weight loss of the steel bars and chloride content in the concrete cover thickness, there is significant influence of the three variables. Also, the results indicate that the addition of silica fume is the path to improve the corrosion protection of low water/binder ratio concretes (like 0.4) and elevation of the concrete cover thickness is the most effective solution to increase protection of high water/binder ratio concrete (above 0.5).IBRACON - Instituto Brasileiro do Concreto2013-08-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400004Revista IBRACON de Estruturas e Materiais v.6 n.4 2013reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/S1983-41952013000400004info:eu-repo/semantics/openAccessPereira,E.Resende,A.Medeiros,M. H. F. deMeneghetti,L. C.eng2013-08-27T00:00:00Zoai:scielo:S1983-41952013000400004Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2013-08-27T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false |
dc.title.none.fl_str_mv |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
title |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
spellingShingle |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness Pereira,E. corrosion CAIM silica fume, water/binder ratio concrete cover thickness |
title_short |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
title_full |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
title_fullStr |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
title_full_unstemmed |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
title_sort |
Chloride accelerated test: influence of silica fume, water/binder ratio and concrete cover thickness |
author |
Pereira,E. |
author_facet |
Pereira,E. Resende,A. Medeiros,M. H. F. de Meneghetti,L. C. |
author_role |
author |
author2 |
Resende,A. Medeiros,M. H. F. de Meneghetti,L. C. |
author2_role |
author author author |
dc.contributor.author.fl_str_mv |
Pereira,E. Resende,A. Medeiros,M. H. F. de Meneghetti,L. C. |
dc.subject.por.fl_str_mv |
corrosion CAIM silica fume, water/binder ratio concrete cover thickness |
topic |
corrosion CAIM silica fume, water/binder ratio concrete cover thickness |
description |
In developed countries like the UK, France, Italy and Germany, it is estimated that spending on maintenance and repair is practically the same as investment in new constructions. Therefore, this paper aims to study different ways of interfering in the corrosion kinetic using an accelerated corrosion test - CAIM, that simulates the chloride attack. The three variables are: concrete cover thickness, use of silica fume and the water/binder ratio. It was found, by analysis of variance of the weight loss of the steel bars and chloride content in the concrete cover thickness, there is significant influence of the three variables. Also, the results indicate that the addition of silica fume is the path to improve the corrosion protection of low water/binder ratio concretes (like 0.4) and elevation of the concrete cover thickness is the most effective solution to increase protection of high water/binder ratio concrete (above 0.5). |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-08-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400004 |
url |
http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952013000400004 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
10.1590/S1983-41952013000400004 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
text/html |
dc.publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
publisher.none.fl_str_mv |
IBRACON - Instituto Brasileiro do Concreto |
dc.source.none.fl_str_mv |
Revista IBRACON de Estruturas e Materiais v.6 n.4 2013 reponame:Revista IBRACON de Estruturas e Materiais instname:Instituto Brasileiro do Concreto (IBRACON) instacron:IBRACON |
instname_str |
Instituto Brasileiro do Concreto (IBRACON) |
instacron_str |
IBRACON |
institution |
IBRACON |
reponame_str |
Revista IBRACON de Estruturas e Materiais |
collection |
Revista IBRACON de Estruturas e Materiais |
repository.name.fl_str_mv |
Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON) |
repository.mail.fl_str_mv |
editores.riem@gmail.com||arlene@ibracon.org.br |
_version_ |
1754193604433149952 |