<?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>S2007-68352018000100001</article-id>
<article-id pub-id-type="doi">10.21041/ra.v8i1.256</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Service life analysis of reinforced concrete structure under uniform corrosion through ANN model coupled to the FEM]]></article-title>
<article-title xml:lang="pt"><![CDATA[Análise da vida útil de estruturas de concreto armado sob corrosão uniforme por meio de um modelo com RNA acoplado ao MEF]]></article-title>
<article-title xml:lang="es"><![CDATA[Análisis de la vida útil de estructuras de hormigón armado bajo la acción de corrosión uniforme a través del modelo con RNA acoplado al MEF]]></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[Rodrigues Balabuch]]></surname>
<given-names><![CDATA[T. J.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Corrêa Posterlli]]></surname>
<given-names><![CDATA[M.]]></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[Carrazedo]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidade de Sao Paulo Escola de Engenharia de Sao Carlos ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidade Federal da Integraçao Latino-Americana  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2018</year>
</pub-date>
<volume>8</volume>
<numero>1</numero>
<fpage>1</fpage>
<lpage>15</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352018000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352018000100001&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352018000100001&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The present work intends to analyze and numerically model the corrosion process, estimating the service life of concrete structures. The modelling process was divided in two stages, initiation and propagation. The modeling of the initiation phase was carried out by Artificial Neural Networks (ANN), and the modeling of the propagation phase was done by means of Finite Element Method (FEM). The results show the efficiency of the model generated by the coupling of ANN to the FEM to analyze and study the durability of reinforced concrete structures under uniform corrosion, and the numerical model applicability to estimate the service life of reinforced concrete structures.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO O presente trabalho apresenta uma análise numérica da vida útil de estruturas de concreto armado sujeitas à corrosão uniforme. O processo de modelagem foi dividido em dois estágios, iniciação e propagação. A modelagem da fase de iniciação foi feita via Redes Neurais Artificiais (RNA) enquanto que a fase de propagação foi modelada através do Método dos Elementos Finitos (MEF). Os resultados demonstram que o modelo gerado pelo acoplamento das RNA ao MEF, possibilita de forma eficiente, a simulação da degradação de estruturas de concreto armado devido à ação da corrosão uniforme e, a aplicabilidade da ferramenta numérica quanto a previsão da vida útil destas estruturas.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Este estudio tiene como objetivo analizar y estimar la vida útil de estructuras de hormigón armado bajo la acción de corrosión uniforme. El modelado se dividió en dos etapas, iniciación y propagación. El modelado de la fase de iniciación fue realizado por medio de Redes Neurales Artificiales (RNA) y el modelado de la fase de propagación fue hecho por medio del Método de los Elementos Finitos (MEF). El acoplamiento de la RNA en el MEF posibilitó analizar y estudiar la durabilidad de estructuras de hormigón armado bajo la acción de corrosión uniforme, presentándose como una metodología alternativa para la estimación del tiempo de vida útil de estas estructuras.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reinforced concrete]]></kwd>
<kwd lng="en"><![CDATA[reinforcement corrosion]]></kwd>
<kwd lng="en"><![CDATA[service life]]></kwd>
<kwd lng="en"><![CDATA[Artificial Neural Networks]]></kwd>
<kwd lng="en"><![CDATA[Finite Element Method]]></kwd>
<kwd lng="pt"><![CDATA[concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[corrosão de armaduras]]></kwd>
<kwd lng="pt"><![CDATA[vida útil]]></kwd>
<kwd lng="pt"><![CDATA[Redes Neurais Artificiais]]></kwd>
<kwd lng="pt"><![CDATA[Método dos Elementos Finitos]]></kwd>
<kwd lng="es"><![CDATA[hormigón armado]]></kwd>
<kwd lng="es"><![CDATA[corrosión de las armaduras]]></kwd>
<kwd lng="es"><![CDATA[vida útil]]></kwd>
<kwd lng="es"><![CDATA[Redes Neuronales Artificiales]]></kwd>
<kwd lng="es"><![CDATA[Método de los Elementos Finitos]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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