<?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>S2007-68352021000100003</article-id>
<article-id pub-id-type="doi">10.21041/ra.v11i1.501</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Corrosion effect on reinforced concrete with the addition of graphite powder and its evaluation on physical-electrochemical properties]]></article-title>
<article-title xml:lang="pt"><![CDATA[Efeito na corrosão do concreto armado com adição de pó de grafite e sua avaliação nas propriedades físico-electroquímicas]]></article-title>
<article-title xml:lang="es"><![CDATA[Efecto de la corrosión del concreto reforzado con adición de polvo de grafito y su evaluación en sus propiedades físicoelectroquímicas]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Flores-Nicolás]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Flores-Nicolás]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Uruchurtu-Chavarín]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma del Estado de Morelos Instituto de Investigación en Ciencias Básicas y Aplicadas (IICBA) Centro de Investigación en Ingeniería y Ciencias Aplicadas (CIICAp)]]></institution>
<addr-line><![CDATA[Cuernavaca ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2021</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2021</year>
</pub-date>
<volume>11</volume>
<numero>1</numero>
<fpage>18</fpage>
<lpage>33</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352021000100003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352021000100003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352021000100003&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The corrosion of reinforced concrete without and with the addition of graphite powder with low carbon content was evaluated. Phase identification processes and physical-electrochemical properties of the concrete were analyzed using X-ray diffraction techniques (XRD), scanning electron microscopy (SEM), half-cell potential, electrochemical noise (EN) and linear polarization resistance (LPR). Samples were studied for 168 days in saline solution. The results show that, when adding graphite powder in an amount of 2.5% by weight of cement, the compressive strength increased if compared with the control sample. The electrochemical tests show that the higher the level of graphite replacement, the higher the level of corrosion in concrete.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Neste trabalho avaliou-se o efeito da corrosão do concreto armado sem e com adição de pó de grafite com baixo teor de carbono. Os processos de identificação de fases e as propriedades físico-eletroquímicas do concreto foram analisados por técnicas de difração de raios X (DRX), microscopia eletrônica de varrimento (MEV), potencial de meia célula, ruído eletroquímico (EN) e resistência à polarização linear (RPL). As amostras foram testadas em solução salina durante 168 dias. Os resultados mostram que ao adicionar pó de grafite em uma quantidade de 2,5% em peso do cimento, a resistência à compressão foi aumentada em comparação com a amostra de controle. Em testes eletroquímicos, mostra que a corrosão das armaduras de aço no concreto aumentou conforme o nível de substituição de grafite cresceu.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen En este trabajo se evaluó el efecto de la corrosión del concreto reforzado sin y con adición de polvo de grafito con bajo contenido de carbono. Los procesos de identificación de fases y las propiedades físico-electroquímicas del concreto se analizaron mediante técnicas de difracción de rayos X (DRX), microscopía electrónica de barrido (MEB), potencial de media celda, ruido electroquímico (EN) y resistencia a la polarización lineal (RPL). Las muestras se estudiaron durante 168 días en solución salina. Los resultados muestran que al adicionar polvo de grafito en cantidad de 2.5% en peso del cemento, se incrementó la resistencia a la compresión en comparación con la muestra control. En las pruebas electroquímicas se demuestra que la corrosión del acero de refuerzo en el concreto se incrementó al aumentar el nivel de reemplazo de grafito.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reinforced concrete]]></kwd>
<kwd lng="en"><![CDATA[graphite]]></kwd>
<kwd lng="en"><![CDATA[corrosion]]></kwd>
<kwd lng="en"><![CDATA[chlorides]]></kwd>
<kwd lng="pt"><![CDATA[concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[grafite]]></kwd>
<kwd lng="pt"><![CDATA[corrosão]]></kwd>
<kwd lng="pt"><![CDATA[cloretos.]]></kwd>
<kwd lng="es"><![CDATA[concreto reforzado]]></kwd>
<kwd lng="es"><![CDATA[grafito]]></kwd>
<kwd lng="es"><![CDATA[corrosión]]></kwd>
<kwd lng="es"><![CDATA[cloruros.]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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