Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures.
This article presents various techniques for assessing corrosion, the linear polarization resistance and galvanostatic pulse, the analysis was performed using analysis of variance models using a factorial experiment with three factors, one repeated measure, because on the same experimental unit (rei...
- Autores:
-
Aperador Chaparro, W
Gordillo, M
Bautista Ruiz, J H
- Tipo de recurso:
- Fecha de publicación:
- 2013
- Institución:
- Universidad EAFIT
- Repositorio:
- Repositorio EAFIT
- Idioma:
- spa
- OAI Identifier:
- oai:repository.eafit.edu.co:10784/14419
- Acceso en línea:
- http://hdl.handle.net/10784/14419
- Palabra clave:
- Analysis Of Variance
Repeated Measure
Alkali Activation
Carbonation
Corrosion
Análisis De Varianza
Medida Repetida
Activación Alcalina
Carbonatación
Corrosión
- Rights
- License
- Copyright (c) 2013 W Aperador Chaparro, M Gordillo, J H Bautista Ruiz
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oai:repository.eafit.edu.co:10784/14419 |
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|
dc.title.eng.fl_str_mv |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
dc.title.spa.fl_str_mv |
Evaluación de la corrosión del acero embebido en concreto AAS, expuesto a carbonatación mediante un experimento factorial con medidas repetidas. |
title |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
spellingShingle |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. Analysis Of Variance Repeated Measure Alkali Activation Carbonation Corrosion Análisis De Varianza Medida Repetida Activación Alcalina Carbonatación Corrosión |
title_short |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
title_full |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
title_fullStr |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
title_full_unstemmed |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
title_sort |
Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures. |
dc.creator.fl_str_mv |
Aperador Chaparro, W Gordillo, M Bautista Ruiz, J H |
dc.contributor.author.spa.fl_str_mv |
Aperador Chaparro, W Gordillo, M Bautista Ruiz, J H |
dc.contributor.affiliation.spa.fl_str_mv |
Universidad Militar Nueva Granada |
dc.subject.keyword.eng.fl_str_mv |
Analysis Of Variance Repeated Measure Alkali Activation Carbonation Corrosion |
topic |
Analysis Of Variance Repeated Measure Alkali Activation Carbonation Corrosion Análisis De Varianza Medida Repetida Activación Alcalina Carbonatación Corrosión |
dc.subject.keyword.spa.fl_str_mv |
Análisis De Varianza Medida Repetida Activación Alcalina Carbonatación Corrosión |
description |
This article presents various techniques for assessing corrosion, the linear polarization resistance and galvanostatic pulse, the analysis was performed using analysis of variance models using a factorial experiment with three factors, one repeated measure, because on the same experimental unit (reinforced concrete), it experienced several samples to be measured in time (0 h=1, 350 h=2, 700 h=3, 1050 h=4, 1700 h=5 y 2600 h=6). This makes the observations are not independent, the other two factors relate to, the binder (ce: 1 = activated slag [AAS] and 2 = ordinary Portland concrete [OPC]) and the exposure condition (ca: 1 = y 2 = environmental exposure accelerated carbonation). These factors were discussed according to the results of the electrochemical properties. Initially performed the statistical processing of each of the variables in relation to the properties and analyzed the interaction between them. Where they established the differences in materials used as coating steel, concrete, OPC and AAS. OPC concrete specimens, exhibited a resting potential, polarization resistance and ohmic (CO2 condition) than those obtained for reinforced concrete in AAS. |
publishDate |
2013 |
dc.date.issued.none.fl_str_mv |
2013-03-22 |
dc.date.available.none.fl_str_mv |
2019-11-22T17:02:40Z |
dc.date.accessioned.none.fl_str_mv |
2019-11-22T17:02:40Z |
dc.date.none.fl_str_mv |
2013-03-22 |
dc.type.eng.fl_str_mv |
article info:eu-repo/semantics/article publishedVersion info:eu-repo/semantics/publishedVersion |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.local.spa.fl_str_mv |
Artículo |
status_str |
publishedVersion |
dc.identifier.issn.none.fl_str_mv |
2256-4314 1794-9165 |
dc.identifier.uri.none.fl_str_mv |
http://hdl.handle.net/10784/14419 |
dc.identifier.doi.none.fl_str_mv |
10.17230/ingciecia.9.17.12 |
identifier_str_mv |
2256-4314 1794-9165 10.17230/ingciecia.9.17.12 |
url |
http://hdl.handle.net/10784/14419 |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.isversionof.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1819 |
dc.relation.uri.none.fl_str_mv |
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1819 |
dc.rights.eng.fl_str_mv |
Copyright (c) 2013 W Aperador Chaparro, M Gordillo, J H Bautista Ruiz |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.local.spa.fl_str_mv |
Acceso abierto |
rights_invalid_str_mv |
Copyright (c) 2013 W Aperador Chaparro, M Gordillo, J H Bautista Ruiz Acceso abierto http://purl.org/coar/access_right/c_abf2 |
dc.format.none.fl_str_mv |
application/pdf |
dc.coverage.spatial.eng.fl_str_mv |
Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees |
dc.publisher.spa.fl_str_mv |
Universidad EAFIT |
dc.source.none.fl_str_mv |
instname:Universidad EAFIT reponame:Repositorio Institucional Universidad EAFIT |
dc.source.spa.fl_str_mv |
Ingeniería y Ciencia; Vol 9, No 17 (2013) |
instname_str |
Universidad EAFIT |
institution |
Universidad EAFIT |
reponame_str |
Repositorio Institucional Universidad EAFIT |
collection |
Repositorio Institucional Universidad EAFIT |
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spelling |
Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees2013-03-222019-11-22T17:02:40Z2013-03-222019-11-22T17:02:40Z2256-43141794-9165http://hdl.handle.net/10784/1441910.17230/ingciecia.9.17.12This article presents various techniques for assessing corrosion, the linear polarization resistance and galvanostatic pulse, the analysis was performed using analysis of variance models using a factorial experiment with three factors, one repeated measure, because on the same experimental unit (reinforced concrete), it experienced several samples to be measured in time (0 h=1, 350 h=2, 700 h=3, 1050 h=4, 1700 h=5 y 2600 h=6). This makes the observations are not independent, the other two factors relate to, the binder (ce: 1 = activated slag [AAS] and 2 = ordinary Portland concrete [OPC]) and the exposure condition (ca: 1 = y 2 = environmental exposure accelerated carbonation). These factors were discussed according to the results of the electrochemical properties. Initially performed the statistical processing of each of the variables in relation to the properties and analyzed the interaction between them. Where they established the differences in materials used as coating steel, concrete, OPC and AAS. OPC concrete specimens, exhibited a resting potential, polarization resistance and ohmic (CO2 condition) than those obtained for reinforced concrete in AAS.Este artículo presenta varias técnicas para evaluar la corrosión, la resistencia a la polarización lineal y el pulso galvanostático, el análisis se realizó utilizando análisis de modelos de varianza utilizando un experimento factorial con tres factores, una medida repetida, porque en la misma unidad experimental (hormigón armado), experimentó varias muestras para medir a tiempo (0 h = 1, 350 h = 2, 700 h = 3, 1050 h = 4, 1700 h = 5 y 2600 h = 6). Esto hace que las observaciones no sean independientes, los otros dos factores se relacionan con el aglutinante (ce: 1 = escoria activada [AAS] y 2 = concreto Portland ordinario [OPC]) y la condición de exposición (ca: 1 = y 2 = ambiental exposición a la carbonatación acelerada). Estos factores fueron discutidos de acuerdo con los resultados de las propiedades electroquímicas. Inicialmente realizó el procesamiento estadístico de cada una de las variables en relación con las propiedades y analizó la interacción entre ellas. Donde establecieron las diferencias en los materiales utilizados como revestimiento de acero, hormigón, OPC y AAS. Las muestras de hormigón OPC exhibieron un potencial de reposo, resistencia a la polarización y óhmica (condición de CO2) que las obtenidas para el hormigón armado en AAS.application/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1819http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/1819Copyright (c) 2013 W Aperador Chaparro, M Gordillo, J H Bautista RuizAcceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia; Vol 9, No 17 (2013)Evaluation of corrosion of steel embedded in concrete exposed to carbonation AAS using a factorial experiment with repeated measures.Evaluación de la corrosión del acero embebido en concreto AAS, expuesto a carbonatación mediante un experimento factorial con medidas repetidas.articleinfo:eu-repo/semantics/articlepublishedVersioninfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Analysis Of VarianceRepeated MeasureAlkali ActivationCarbonationCorrosionAnálisis De VarianzaMedida RepetidaActivación AlcalinaCarbonataciónCorrosiónAperador Chaparro, WGordillo, MBautista Ruiz, J HUniversidad Militar Nueva GranadaIngeniería y Ciencia917237260ing.cienc.ORIGINALdocument (15).pdfdocument (15).pdfTexto completo PDFapplication/pdf602188https://repository.eafit.edu.co/bitstreams/c6217530-9a08-4e87-ac71-ac0acd8dd299/download60c5b75e486c1560018c42f68e706873MD51articulo.htmlarticulo.htmlTexto completo HTMLtext/html374https://repository.eafit.edu.co/bitstreams/ace215a4-a52d-4725-a4f1-4379847ee446/download8d70fe3ca948e1471c8e8d23e93e1a95MD53THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/b635aab4-70d1-426f-8f50-81e32818e9e1/downloadda9b21a5c7e00c7f1127cef8e97035e0MD5210784/14419oai:repository.eafit.edu.co:10784/144192020-03-02 21:14:08.757open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co |