<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>2007-6835</journal-id>
<journal-title><![CDATA[Revista ALCONPAT]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. ALCONPAT]]></abbrev-journal-title>
<issn>2007-6835</issn>
<publisher>
<publisher-name><![CDATA[Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-68352020000200009</article-id>
<article-id pub-id-type="doi">10.21041/ra.v10i2.466</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Passivation process quality in reinforced concrete: effects of polarization periodicity and passivation consolidation parameters on data processing]]></article-title>
<article-title xml:lang="pt"><![CDATA[Qualidade do processo de passivação em concreto armado: efeitos da periodicidade de polarização e parâmetros de consolidação de passivação no processamento de dados]]></article-title>
<article-title xml:lang="es"><![CDATA[Calidad del proceso de pasivación en concreto reforzado: efectos de la periodicidad de la polarización y los parámetros de la consolidación de la pasivación en el procesamiento de datos]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Briceño-Mena]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Balancán-Zapata]]></surname>
<given-names><![CDATA[M. G.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Castro-Borges]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Centro de Investigación y de Estudios Avanzados del IPN  ]]></institution>
<addr-line><![CDATA[Mérida Yucatán]]></addr-line>
<country>México</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2020</year>
</pub-date>
<volume>10</volume>
<numero>2</numero>
<fpage>243</fpage>
<lpage>258</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352020000200009&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352020000200009&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352020000200009&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The passivation process quality was studied considering polarization periodicity, passivation consolidation parameters, and data processing. Passivation process quality in steel reinforcement affects a structure&#8217;s planned future service life. Some research has addressed this phenomenon, but its study is complicated by the limits of analog-era data, dispersion in corrosion rate data, and their interpretation. Two series of small reinforced concrete specimens were built using two water/cement ratios and two curing/storage combinations and exposed to the marine environment. Polarization periodicity did not affect passivation/depassivation during passivation but on the data processing. The curing and storage process influenced the tendency towards depassivation. Post-curing storage type affected the cumulative corrosion rate from 1 to 5 µA*day/cm2; this is equivalent to the margin of uncertainty in interpretation.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo A qualidade do processo de passivação foi estudada considerando periodicidade de polarização, parâmetros de consolidação de passivação e processamento de dados. A qualidade do processo de passivação na armadura de aço afeta a vida útil futura planejada de uma estrutura. Algumas pesquisas abordaram esse fenômeno, mas seu estudo é complicado pelos limites dos dados da era analógica, dispersão nos dados da taxa de corrosão e sua interpretação. Duas séries de pequenas amostras de concreto armado foram moldadas usando duas relações água/cimento e duas combinações de cura/armazenamento e expostas ao ambiente marinho. A periodicidade da polarização não afetou a passivação/despassivação durante a passivação, mas no processamento de dados. O processo de cura e armazenamento influenciou a tendência de despassivação. O tipo de armazenamento pós-cura afetou a taxa de corrosão acumulada de 1 a 5 µA*dia/cm2; isso é equivalente à margem de incerteza na interpretação.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen La calidad del proceso de pasivación se estudió considerando la periodicidad de polarización, los parámetros de consolidación de pasivación y el tratamiento de datos. Algunas investigaciones han abordado la calidad del proceso de pasivación, pero su estudio se complica por la limitación de los datos de la era analógica, la dispersión de éstos y la interpretación de la velocidad de corrosión. Se construyeron dos series de especímenes de concreto reforzado utilizando dos relaciones agua/cemento y dos combinaciones de curado/almacenamiento y se expusieron en un medio marino. La periodicidad de la polarización no tuvo efecto sobre la pasivación/despasivación durante la pasivación, sino sobre el tratamiento de los datos. El proceso de curado y almacenamiento influyó en la tendencia a la despasivación. El tipo de almacenamiento posterior al curado afectó la velocidad de corrosión acumulada de 1 a 5 µA*día/cm2; esto es equivalente al margen de incertidumbre en la interpretación.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[cumulative corrosion rate]]></kwd>
<kwd lng="en"><![CDATA[w/c ratio]]></kwd>
<kwd lng="en"><![CDATA[reinforced concrete]]></kwd>
<kwd lng="en"><![CDATA[tropical marine environment.]]></kwd>
<kwd lng="pt"><![CDATA[taxa de corrosão acumulada]]></kwd>
<kwd lng="pt"><![CDATA[relação w/c]]></kwd>
<kwd lng="pt"><![CDATA[concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[ambiente marinho tropical.]]></kwd>
<kwd lng="es"><![CDATA[velocidad de corrosión acumulada]]></kwd>
<kwd lng="es"><![CDATA[relación a/c]]></kwd>
<kwd lng="es"><![CDATA[concreto reforzado]]></kwd>
<kwd lng="es"><![CDATA[ambiente tropical marino.]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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