<?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>S2007-68352022000300422</article-id>
<article-id pub-id-type="doi">10.21041/ra.v12i3.630</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Flexural behavior of reinforced concrete beams with electrochemical parameters associated with high level of corrosion]]></article-title>
<article-title xml:lang="pt"><![CDATA[Comportamento à flexão de vigas de concreto armado com parâmetros eletroquímicos associados a um alto nível de corrosão]]></article-title>
<article-title xml:lang="es"><![CDATA[Comportamiento a flexión de vigas de concreto reforzado con parámetros electroquímicos asociados con un nivel de corrosión alto]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Moreno Herrera]]></surname>
<given-names><![CDATA[Joel Alberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Varela-Rivera]]></surname>
<given-names><![CDATA[Jorge]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Visairo Méndez]]></surname>
<given-names><![CDATA[Rebeca]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Castro-Borges]]></surname>
<given-names><![CDATA[Pedro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Yucatán Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Instituto Politécnico Nacional Centro de Investigación y de Estudios Avanzados ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2022</year>
</pub-date>
<volume>12</volume>
<numero>3</numero>
<fpage>422</fpage>
<lpage>432</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352022000300422&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352022000300422&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352022000300422&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In this work the change in the flexural behavior of reinforced concrete beams was evaluated. Beams without corrosion and beams with electrochemical parameters associated with high level of corrosion were considered. The electrochemical parameters considered were the corrosion rate, the electrical resistivity, and the concentration of chlorides. Beams were subjected to vertical incremental loads until failure. Cracking pattern, yielding load, maximum load, yielding stiffness, and displacement ductility of beams are presented. Based on the analysis of these structural parameters it is concluded that the flexural behavior of beams with and without corrosion was similar.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Neste trabalho, avaliou-se a mudança no comportamento de flexão de vigas de concreto armado. Foram consideradas vigas sem corrosão e vigas com parâmetros eletroquímicos associados a um alto nível de corrosão. Os parâmetros eletroquímicos considerados foram a taxa de corrosão, resistividade elétrica e concentração de cloretos. As vigas foram ensaiadas sob cargas verticais incrementais até a ruptura. São apresentados padrões de fissuração, cargas de escoamento, cargas máximas, rigidez de escoamento e ductilidade de deslocamento das vigas. Com base na análise desses parâmetros estruturais conclui-se que o comportamento de flexão das vigas com e sem corrosão foi semelhante.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En este trabajo se evaluó el cambio en el comportamiento a flexión de vigas de concreto reforzado. Se consideraron vigas sin corrosión y vigas con parámetros electroquímicos asociados con un nivel de corrosión alto. Los parámetros electroquímicos considerados fueron la velocidad de corrosión, la resistividad eléctrica y la concentración de cloruros. Las vigas se ensayaron bajo cargas verticales incrementales hasta la falla. Se presentan los patrones de agrietamiento, las cargas de fluencia y máxima, la rigidez de fluencia y la ductilidad de desplazamiento de las vigas. Con base en el análisis de estos parámetros estructurales se concluye que el comportamiento a flexión de las vigas con y sin corrosión fue similar.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reinforced concrete beams]]></kwd>
<kwd lng="en"><![CDATA[corrosion]]></kwd>
<kwd lng="en"><![CDATA[sustained loads]]></kwd>
<kwd lng="en"><![CDATA[structural behavior]]></kwd>
<kwd lng="en"><![CDATA[electrochemical behavior]]></kwd>
<kwd lng="pt"><![CDATA[vigas de concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[corrosão]]></kwd>
<kwd lng="pt"><![CDATA[cargas sustentadas]]></kwd>
<kwd lng="pt"><![CDATA[comportamento estrutural]]></kwd>
<kwd lng="pt"><![CDATA[comportamento eletroquímico]]></kwd>
<kwd lng="es"><![CDATA[vigas de concreto reforzado]]></kwd>
<kwd lng="es"><![CDATA[corrosión]]></kwd>
<kwd lng="es"><![CDATA[cargas sostenidas]]></kwd>
<kwd lng="es"><![CDATA[comportamiento estructural]]></kwd>
<kwd lng="es"><![CDATA[comportamiento electroquímico]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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