<?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>S2007-68352020000300004</article-id>
<article-id pub-id-type="doi">10.21041/ra.v10i3.395</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Development and analysis of a numerical model of the reinforced concrete expansion due to uniform corrosion]]></article-title>
<article-title xml:lang="pt"><![CDATA[Desenvolvimento e análise de um modelo numérico da expansão do concreto armado sujeito à corrosão uniforme]]></article-title>
<article-title xml:lang="es"><![CDATA[Desarrollo y análisis de un modelo numérico de expansión de concreto reforzado sujeto a corrosión uniforme]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Felix]]></surname>
<given-names><![CDATA[E. F.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Carrazedo]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Possan]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ramos]]></surname>
<given-names><![CDATA[E. S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,University of São Paulo São Carlos School of Engineering ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidade Federal da Integração Latino-Americana  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2020</year>
</pub-date>
<volume>10</volume>
<numero>3</numero>
<fpage>300</fpage>
<lpage>316</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352020000300004&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352020000300004&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352020000300004&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This paper presents the modeling and analysis of the corrosion effects due to carbonation on reinforced concrete elements through a numerical model based on the Finite Element Method. In order to minimize corrosion damage, tools are required to understand the pathological manifestation on the mechanical behavior of reinforced concrete. It was found that depending on the reinforcement corrosion stage, the state of stress and deformation of the concrete element is compromised. Besides, results show the efficiency of the developed model and its applicability to the simulation of the mechanical behavior of reinforced concrete structures subjected to uniform corrosion.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Este trabalho apresenta a modelagem e análise dos efeitos da corrosão por carbonatação em elementos de concreto armado através de um modelo numérico baseado no Método dos Elementos Finitos. Para controlar e minimizar os danos associados à corrosão faz-se necessário deter ferramentas e conhecimento suficientes para entender os efeitos desta manifestação patológica sobre o comportamento mecânico do concreto armado. Diante dos resultados obtidos, constatou-se que a depender do nível de corrosão das armaduras, o elemento de concreto tem seu estado de tensão e deformação comprometido. Ademais, os resultados apontam a eficiência do modelo desenvolvido e a sua aplicabilidade frente à simulação do comportamento mecânico de estruturas de concreto armado sujeitas à corrosão uniforme.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Este trabajo presenta la modelización y análisis de los efectos de la corrosión por carbonatación en elementos de concreto reforzado a través de un modelo numérico basado en el Método de los Elementos Finitos. Para controlar y minimizar el daño asociado a la corrosión se hace necesario disponer de herramientas y conocimientos suficientes para comprender los efectos de esta manifestación patológica sobre el comportamiento mecánico del concreto reforzado. Ante los resultados obtenidos, se constató que, dependiendo del nivel de corrosión de las armaduras, el elemento de concreto tiene su estado de tensión y deformación alterado. Además, los resultados indican la eficiencia del modelo desarrollado y su aplicabilidad frente a la simulación del comportamiento mecánico del concreto reforzado con corrosión uniforme.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reinforced concrete]]></kwd>
<kwd lng="en"><![CDATA[corrosion]]></kwd>
<kwd lng="en"><![CDATA[numerical modeling]]></kwd>
<kwd lng="en"><![CDATA[finite element method]]></kwd>
<kwd lng="pt"><![CDATA[concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[corrosão]]></kwd>
<kwd lng="pt"><![CDATA[modelagem numérica]]></kwd>
<kwd lng="pt"><![CDATA[método dos elementos finitos]]></kwd>
<kwd lng="es"><![CDATA[concreto reforzado]]></kwd>
<kwd lng="es"><![CDATA[corrosión]]></kwd>
<kwd lng="es"><![CDATA[modelización numérica]]></kwd>
<kwd lng="es"><![CDATA[método de los elementos finitos]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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