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...

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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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network_acronym_str REPOEAFIT2
network_name_str Repositorio EAFIT
repository_id_str
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
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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