<?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>S2007-68352018000300264</article-id>
<article-id pub-id-type="doi">10.21041/ra.v8i3.349</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Design and evaluation of service life through concrete electrical resistivity]]></article-title>
<article-title xml:lang="es"><![CDATA[Diseño y evaluación de la vida útil a través de resistividad eléctrica concreta]]></article-title>
<article-title xml:lang="pt"><![CDATA[Projeto e avaliação da vida útil através da resistividade elétrica do concreto]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universitat Politècnica de Catalunya International Center for Numerical Methods in Engineering ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Spain</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2018</year>
</pub-date>
<volume>8</volume>
<numero>3</numero>
<fpage>264</fpage>
<lpage>279</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352018000300264&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352018000300264&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352018000300264&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT This paper describes the use of concrete electrical resistivity as durability performance parameter and the complementary information that resistivity can provide like: setting period, mechanical strength and degree of curing. Also, it is explained how to design the concrete mix to obtain a target resistivity. Current codes have prescriptive requirements for the durability of concrete and reinforcement corrosion. However, modern trends specify the performance rather than the concrete characteristics. This performance approach demands to define a durability controlling parameter, such as the chloride diffusion coefficient, with its corresponding test and the model to predict the time to steel corrosion.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Este artículo describe el uso de la resistividad eléctrica del concreto como parámetro de desempeño de durabilidad y la información complementaria que puede proporcionar la resistividad, como: período de fraguado, resistencia mecánica y grado de curado. Además, se explica cómo diseñar la mezcla de concreto para obtener una resistividad objetivo. Los códigos actuales aún tienen requisitos prescriptivos para el diseño por durabilidad del concreto y para la corrosión del refuerzo. Sin embargo, las tendencias modernas especifican el desempeño más que las características del concreto. Este enfoque de desempeño exige definir un parámetro de control de la durabilidad, como el coeficiente de difusión del cloruro, con su prueba correspondiente y el modelo para predecir el tiempo de corrosión del acero.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO As normas atuais têm requisitos para o projeto de durabilidade do concreto com base na resistência à compressão e provisões relacionadas ao teor de cimento e à relação água-cimento. Para corrosão da armadura, os códigos também especificam as larguras máximas das fissuras de flexão. No entanto, as tendências modernas preferem especificar o desempenho em vez das características do concreto. Essa abordagem de desempenho exige definir um parâmetro de controle de durabilidade, como o coeficiente de difusão de cloreto, com seu teste correspondente e o modelo para prever o tempo de corrosão do aço. Este artigo descreve o uso da resistividade elétrica do concreto a ser usada como parâmetro de desempenho de durabilidade e as informações complementares que a resistividade pode fornecer como é: o período de ajuste, a resistência mecânica e o grau de cura. Além disso, é explicado como projetar a mistura de concreto para obter uma resistividade alvo.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[concrete electrical resistivity]]></kwd>
<kwd lng="en"><![CDATA[durability performance]]></kwd>
<kwd lng="en"><![CDATA[chloride diffusion coefficient]]></kwd>
<kwd lng="es"><![CDATA[resistividad eléctrica concreta]]></kwd>
<kwd lng="es"><![CDATA[desempeño de durabilidad]]></kwd>
<kwd lng="es"><![CDATA[coeficiente de difusión de cloruro]]></kwd>
<kwd lng="pt"><![CDATA[resistividade elétrica do concreto]]></kwd>
<kwd lng="pt"><![CDATA[desempenho em durabilidade]]></kwd>
<kwd lng="pt"><![CDATA[coeficiente de difusão de cloretos]]></kwd>
</kwd-group>
</article-meta>
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