<?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>0379-3982</journal-id>
<journal-title><![CDATA[Revista Tecnología en Marcha]]></journal-title>
<abbrev-journal-title><![CDATA[Tecnología en Marcha]]></abbrev-journal-title>
<issn>0379-3982</issn>
<publisher>
<publisher-name><![CDATA[Instituto Tecnológico de Costa Rica]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0379-39822024000100051</article-id>
<article-id pub-id-type="doi">10.18845/tm.v37i1.6532</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Modelación computacional de la corrosión del refuerzo metálico de un concreto carbonatado]]></article-title>
<article-title xml:lang=""><![CDATA[Computational modelling of steel rebars corrosion in carbonated concrete]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Chinè-Polito]]></surname>
<given-names><![CDATA[Bruno]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Jiménez-Salas]]></surname>
<given-names><![CDATA[Ronald]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cuevas-Kauffmann]]></surname>
<given-names><![CDATA[Rommel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Instituto Tecnológico de Costa Rica.  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Costa Rica</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto Tecnológico de Costa Rica  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Costa Rica</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Instituto Tecnológico de Costa Rica.  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Costa Rica</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>03</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>03</month>
<year>2024</year>
</pub-date>
<volume>37</volume>
<numero>1</numero>
<fpage>51</fpage>
<lpage>64</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.sa.cr/scielo.php?script=sci_arttext&amp;pid=S0379-39822024000100051&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.sa.cr/scielo.php?script=sci_abstract&amp;pid=S0379-39822024000100051&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.sa.cr/scielo.php?script=sci_pdf&amp;pid=S0379-39822024000100051&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En el sector civil de la construcción, el concreto y el refuerzo metálico representan aun los materiales de mayor importancia, aunque sean muy vulnerables por los agentes atmosféricos, como en el caso de su degradación por corrosión. En este artículo se presenta un trabajo de modelación computacional de la corrosión del refuerzo metálico de un concreto carbonatado, basado en datos experimentales de un proceso de carbonatación acelerada y sucesiva corrosión de las varillas metálicas. El modelo ha sido completado incorporando los datos cinéticos experimentales de las reacciones electroquímicas de los electrodos que están en relación con el avance del frente de carbonatación. A partir de los valores experimentales del potencial de corrosión, densidad de corriente de corrosión, pendientes anódicas y catódicas de la curva de Tafel, se estiman las corrientes de intercambio anódicas y catódicas y finalmente se simula la corrosión de las varillas metálicas de muestras de concreto reforzado.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In the construction sector, the concrete and the steel bars represent still the key components, although they are very vulnerable by the atmospheric agents, as in the case of their degradation caused by corrosion. In this work we present a computational modelling work of reinforced bars corrosion in a carbonated concrete, based on experimental data obtained form an accelerated carbonation process and successive corrosion of metallic bars. The model has been completed incorporating experimental kinetic data of the electrochemical electrode reactions linked to the carbonation front progress. Starting from the experimental values of corrosion potential, corrosion current density, and anodic and cathodic slopes of the Tafel curve, the values of anodic and cathodic exchange currents have been computed and then used to simulate the corrosion of the reinforcing bars in concrete samples.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Concreto]]></kwd>
<kwd lng="es"><![CDATA[carbonatación]]></kwd>
<kwd lng="es"><![CDATA[corrosión del refuerzo metálico]]></kwd>
<kwd lng="es"><![CDATA[ensayos de resistencia a polarización]]></kwd>
<kwd lng="es"><![CDATA[modelación computacional]]></kwd>
<kwd lng="en"><![CDATA[Concrete]]></kwd>
<kwd lng="en"><![CDATA[carbonation]]></kwd>
<kwd lng="en"><![CDATA[metallic rebars corrosion]]></kwd>
<kwd lng="en"><![CDATA[polarization resistance tests]]></kwd>
<kwd lng="en"><![CDATA[computational modelling]]></kwd>
</kwd-group>
</article-meta>
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