Rebar corrosion in mortars with high limestone filler content
- Autores
- Batic, O. R.; Sota, J. D.; Fernández, J. L.; Bellotti, Natalia; Romagnoli, Roberto
- Año de publicación
- 2013
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- Purpose – This research aims to study the influence of limestone filler on rebar corrosion. Design/methodology/approach – Mortar samples containing 35% calcareous filler and with a rebar inserted in the axis, were cast. Specimens were cured at the open air and during 28 days in lime water. After curing, they were submerged in two electrolytes (tap water and 3% NaCl) and corrosion parameters (corrosion potential and corrosion current) were monitored over time by d.c. techniques. Simultaneously, electrochemical noise measurements were carried out. After corrosion tests, rebars were pulled out by lateral compression, and their surface observed by scanning electron microscopy. Findings – In general, carbonate additions impaired mortar protective properties, especially in the presence of chloride and changed the nature of the protective layer on rebars. The curing process did not introduce significant differences except for mortars with a high water cement ratio cured in lime water for which the beneficial effects of the simultaneous presence of carbonate and lime in the pore solution could be appreciated. The role of carbonate additions is to provide carbonate anions to passivate rebars. This passivation process caused corrosion rates not to be so high. Carbonate anions also deposited on oxide spots which were rendered passive but this process was not uniform. Certain areas on the rebar underwent intense carbonation while others showed increased corrosion rates. Originality/value – There are not many corrosion studies about the influence of limestone filler on rebars corrosion. Particularly, this paper deals with mortars containing high percentages of carbonate additions. Results showed that the presence of this type of admixture changes the structure of the passive layer and, sometimes, may increase corrosion rates.
Fil: Batic, O. R.. Laboratorio de Entrenamiento Multidisciplinario e Investigaciones Tecnológicas; Argentina
Fil: Sota, J. D.. Laboratorio de Entrenamiento Multidisciplinario e Investigaciones Tecnológicas; Argentina
Fil: Fernández, J. L.. Universidad Nacional del Comahue; Argentina
Fil: Bellotti, Natalia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico la Plata. Centro de Investigación y Desarrollo En Tecnología de Pinturas (i); Argentina
Fil: Romagnoli, Roberto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico la Plata. Centro de Investigación y Desarrollo En Tecnología de Pinturas (i); Argentina - Materia
-
Corrosión
Morteros
Filler Calcáreo
Corrosión de Armaduras - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/11264
Ver los metadatos del registro completo
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Rebar corrosion in mortars with high limestone filler contentBatic, O. R.Sota, J. D.Fernández, J. L.Bellotti, NataliaRomagnoli, RobertoCorrosiónMorterosFiller CalcáreoCorrosión de Armadurashttps://purl.org/becyt/ford/2.5https://purl.org/becyt/ford/2Purpose – This research aims to study the influence of limestone filler on rebar corrosion. Design/methodology/approach – Mortar samples containing 35% calcareous filler and with a rebar inserted in the axis, were cast. Specimens were cured at the open air and during 28 days in lime water. After curing, they were submerged in two electrolytes (tap water and 3% NaCl) and corrosion parameters (corrosion potential and corrosion current) were monitored over time by d.c. techniques. Simultaneously, electrochemical noise measurements were carried out. After corrosion tests, rebars were pulled out by lateral compression, and their surface observed by scanning electron microscopy. Findings – In general, carbonate additions impaired mortar protective properties, especially in the presence of chloride and changed the nature of the protective layer on rebars. The curing process did not introduce significant differences except for mortars with a high water cement ratio cured in lime water for which the beneficial effects of the simultaneous presence of carbonate and lime in the pore solution could be appreciated. The role of carbonate additions is to provide carbonate anions to passivate rebars. This passivation process caused corrosion rates not to be so high. Carbonate anions also deposited on oxide spots which were rendered passive but this process was not uniform. Certain areas on the rebar underwent intense carbonation while others showed increased corrosion rates. Originality/value – There are not many corrosion studies about the influence of limestone filler on rebars corrosion. Particularly, this paper deals with mortars containing high percentages of carbonate additions. Results showed that the presence of this type of admixture changes the structure of the passive layer and, sometimes, may increase corrosion rates.Fil: Batic, O. R.. Laboratorio de Entrenamiento Multidisciplinario e Investigaciones Tecnológicas; ArgentinaFil: Sota, J. D.. Laboratorio de Entrenamiento Multidisciplinario e Investigaciones Tecnológicas; ArgentinaFil: Fernández, J. L.. Universidad Nacional del Comahue; ArgentinaFil: Bellotti, Natalia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico la Plata. Centro de Investigación y Desarrollo En Tecnología de Pinturas (i); ArgentinaFil: Romagnoli, Roberto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico la Plata. Centro de Investigación y Desarrollo En Tecnología de Pinturas (i); ArgentinaEmerald Group Publishing Limited2013-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/11264Batic, O. R.; Sota, J. D.; Fernández, J. L.; Bellotti, Natalia; Romagnoli, Roberto; Rebar corrosion in mortars with high limestone filler content; Emerald Group Publishing Limited; Anti-corrosion Methods And Materials; 60; 1; 1-2013; 3-130003-5599enginfo:eu-repo/semantics/altIdentifier/doi/10.1108/00035591311287393info:eu-repo/semantics/altIdentifier/url/http://www.emeraldinsight.com/doi/abs/10.1108/00035591311287393info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-22T11:54:50Zoai:ri.conicet.gov.ar:11336/11264instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-10-22 11:54:51.153CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
Rebar corrosion in mortars with high limestone filler content |
title |
Rebar corrosion in mortars with high limestone filler content |
spellingShingle |
Rebar corrosion in mortars with high limestone filler content Batic, O. R. Corrosión Morteros Filler Calcáreo Corrosión de Armaduras |
title_short |
Rebar corrosion in mortars with high limestone filler content |
title_full |
Rebar corrosion in mortars with high limestone filler content |
title_fullStr |
Rebar corrosion in mortars with high limestone filler content |
title_full_unstemmed |
Rebar corrosion in mortars with high limestone filler content |
title_sort |
Rebar corrosion in mortars with high limestone filler content |
dc.creator.none.fl_str_mv |
Batic, O. R. Sota, J. D. Fernández, J. L. Bellotti, Natalia Romagnoli, Roberto |
author |
Batic, O. R. |
author_facet |
Batic, O. R. Sota, J. D. Fernández, J. L. Bellotti, Natalia Romagnoli, Roberto |
author_role |
author |
author2 |
Sota, J. D. Fernández, J. L. Bellotti, Natalia Romagnoli, Roberto |
author2_role |
author author author author |
dc.subject.none.fl_str_mv |
Corrosión Morteros Filler Calcáreo Corrosión de Armaduras |
topic |
Corrosión Morteros Filler Calcáreo Corrosión de Armaduras |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.5 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
Purpose – This research aims to study the influence of limestone filler on rebar corrosion. Design/methodology/approach – Mortar samples containing 35% calcareous filler and with a rebar inserted in the axis, were cast. Specimens were cured at the open air and during 28 days in lime water. After curing, they were submerged in two electrolytes (tap water and 3% NaCl) and corrosion parameters (corrosion potential and corrosion current) were monitored over time by d.c. techniques. Simultaneously, electrochemical noise measurements were carried out. After corrosion tests, rebars were pulled out by lateral compression, and their surface observed by scanning electron microscopy. Findings – In general, carbonate additions impaired mortar protective properties, especially in the presence of chloride and changed the nature of the protective layer on rebars. The curing process did not introduce significant differences except for mortars with a high water cement ratio cured in lime water for which the beneficial effects of the simultaneous presence of carbonate and lime in the pore solution could be appreciated. The role of carbonate additions is to provide carbonate anions to passivate rebars. This passivation process caused corrosion rates not to be so high. Carbonate anions also deposited on oxide spots which were rendered passive but this process was not uniform. Certain areas on the rebar underwent intense carbonation while others showed increased corrosion rates. Originality/value – There are not many corrosion studies about the influence of limestone filler on rebars corrosion. Particularly, this paper deals with mortars containing high percentages of carbonate additions. Results showed that the presence of this type of admixture changes the structure of the passive layer and, sometimes, may increase corrosion rates. Fil: Batic, O. R.. Laboratorio de Entrenamiento Multidisciplinario e Investigaciones Tecnológicas; Argentina Fil: Sota, J. D.. Laboratorio de Entrenamiento Multidisciplinario e Investigaciones Tecnológicas; Argentina Fil: Fernández, J. L.. Universidad Nacional del Comahue; Argentina Fil: Bellotti, Natalia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico la Plata. Centro de Investigación y Desarrollo En Tecnología de Pinturas (i); Argentina Fil: Romagnoli, Roberto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico la Plata. Centro de Investigación y Desarrollo En Tecnología de Pinturas (i); Argentina |
description |
Purpose – This research aims to study the influence of limestone filler on rebar corrosion. Design/methodology/approach – Mortar samples containing 35% calcareous filler and with a rebar inserted in the axis, were cast. Specimens were cured at the open air and during 28 days in lime water. After curing, they were submerged in two electrolytes (tap water and 3% NaCl) and corrosion parameters (corrosion potential and corrosion current) were monitored over time by d.c. techniques. Simultaneously, electrochemical noise measurements were carried out. After corrosion tests, rebars were pulled out by lateral compression, and their surface observed by scanning electron microscopy. Findings – In general, carbonate additions impaired mortar protective properties, especially in the presence of chloride and changed the nature of the protective layer on rebars. The curing process did not introduce significant differences except for mortars with a high water cement ratio cured in lime water for which the beneficial effects of the simultaneous presence of carbonate and lime in the pore solution could be appreciated. The role of carbonate additions is to provide carbonate anions to passivate rebars. This passivation process caused corrosion rates not to be so high. Carbonate anions also deposited on oxide spots which were rendered passive but this process was not uniform. Certain areas on the rebar underwent intense carbonation while others showed increased corrosion rates. Originality/value – There are not many corrosion studies about the influence of limestone filler on rebars corrosion. Particularly, this paper deals with mortars containing high percentages of carbonate additions. Results showed that the presence of this type of admixture changes the structure of the passive layer and, sometimes, may increase corrosion rates. |
publishDate |
2013 |
dc.date.none.fl_str_mv |
2013-01 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11336/11264 Batic, O. R.; Sota, J. D.; Fernández, J. L.; Bellotti, Natalia; Romagnoli, Roberto; Rebar corrosion in mortars with high limestone filler content; Emerald Group Publishing Limited; Anti-corrosion Methods And Materials; 60; 1; 1-2013; 3-13 0003-5599 |
url |
http://hdl.handle.net/11336/11264 |
identifier_str_mv |
Batic, O. R.; Sota, J. D.; Fernández, J. L.; Bellotti, Natalia; Romagnoli, Roberto; Rebar corrosion in mortars with high limestone filler content; Emerald Group Publishing Limited; Anti-corrosion Methods And Materials; 60; 1; 1-2013; 3-13 0003-5599 |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/doi/10.1108/00035591311287393 info:eu-repo/semantics/altIdentifier/url/http://www.emeraldinsight.com/doi/abs/10.1108/00035591311287393 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Emerald Group Publishing Limited |
publisher.none.fl_str_mv |
Emerald Group Publishing Limited |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
reponame_str |
CONICET Digital (CONICET) |
collection |
CONICET Digital (CONICET) |
instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.name.fl_str_mv |
CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.mail.fl_str_mv |
dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar |
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1846782248738619392 |
score |
13.238319 |