<?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>S2007-68352019000100048</article-id>
<article-id pub-id-type="doi">10.21041/ra.v9i1.259</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Contribution to the reinforced concrete beams degraded by fire: Comparative analysis between structural reinforcement with carbon fibers and steel sheets]]></article-title>
<article-title xml:lang="pt"><![CDATA[Contribuição às vigas de concreto armado degradadas pela ação do fogo: Análise comparativa entre o reforço estrutural com fibras de carbono e chapas metálicas]]></article-title>
<article-title xml:lang="es"><![CDATA[Contribución a las vigas de hormigón armado degradadas por la acción del fuego: Análisis comparativo entre el refuerzo estructural con fibras de carbono y chapas metálicas]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Simões]]></surname>
<given-names><![CDATA[Y. S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Santos]]></surname>
<given-names><![CDATA[C. F. R.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Escola de Engenharia de São Carlos USP ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2019</year>
</pub-date>
<volume>9</volume>
<numero>1</numero>
<fpage>48</fpage>
<lpage>64</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352019000100048&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352019000100048&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352019000100048&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This article aims to compare two techniques of structural reinforcement, carbon fiber and steel sheets, used for the recovery of reinforced concrete elements degraded by fire. It simulates the deterioration of a beam in a fire situation from a thermal numerical modeling and then the mentioned reinforcements are calculated. The carbon fiber required a smaller area compared to that for the steel sheet, due to its high mechanical resistance. As limitations, it is mentioned that the study is preliminary and involves only a thermal analysis of the beam, not considering the loading and its implications. It is concluded that the carbon fiber presents greater advantages with respect to reinforcement of beams.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Esse artigo tem como objetivo comparar duas técnicas de reforço estrutural, fibra de carbono e chapa metálica, utilizadas para recuperação de elementos de concreto armado degradados pela ação do fogo. Simulase a deterioração de uma viga em situação de incêndio a partir de uma modelagem numérica térmica e, em seguida, são calculados os reforços mencionados. A fibra de carbono exigiu uma menor área em comparação àquela para chapa metálica, em função de sua elevada resistência mecânica. Como limitações, citase o fato de o estudo ser preliminar e envolver apenas uma análise térmica da viga, não sendo considerado o carregamento atuante e suas implicações. Concluise que a fibra de carbono apresenta maiores vantagens no que diz respeito ao reforço de vigas.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Este artículo tiene como objetivo comparar dos técnicas de refuerzo estructural, fibra de carbono y chapa metálica, utilizadas para la recuperación de estructuras de hormigón armado degradados por el fuego. Se simula un deterioro de una viga en situación de incendio a partir de un modelaje numérico térmico y, en seguida, se calculan los refuerzos mencionados. La fibra de carbono exigió un área menos en comparación con la chapa metálica, debido a su elevada resistencia mecánica. Este es un estudio preliminar que envolvió solamente un análisis térmico de una viga, sin tener em cuenta el cargamento actuante y sus implicaciones. Se concluye que la fibra de carbono presenta mayores ventajas en lo que se refiere al refuerzo de vigas.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reinforced concrete beam]]></kwd>
<kwd lng="en"><![CDATA[structural reinforcement]]></kwd>
<kwd lng="en"><![CDATA[carbon fiber]]></kwd>
<kwd lng="en"><![CDATA[bonded-in steel sheets]]></kwd>
<kwd lng="pt"><![CDATA[viga de concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[reforço estrutural]]></kwd>
<kwd lng="pt"><![CDATA[fibra de carbono]]></kwd>
<kwd lng="pt"><![CDATA[chapa metálicas coladas]]></kwd>
<kwd lng="pt"><![CDATA[incêndio]]></kwd>
<kwd lng="es"><![CDATA[viga de hormigón armado]]></kwd>
<kwd lng="es"><![CDATA[refuerzo estructural]]></kwd>
<kwd lng="es"><![CDATA[fibra de carbono]]></kwd>
<kwd lng="es"><![CDATA[chapa metálica]]></kwd>
<kwd lng="es"><![CDATA[pegadas]]></kwd>
<kwd lng="es"><![CDATA[incendio]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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