<?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>S2007-68352020000100004</article-id>
<article-id pub-id-type="doi">10.21041/ra.v10i1.426</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Polymeric fiber reinforced concrete exposed to fire]]></article-title>
<article-title xml:lang="pt"><![CDATA[Concreto reforçado com fibras poliméricas exposto ao fogo]]></article-title>
<article-title xml:lang="es"><![CDATA[Hormigón reforzado con fibras poliméricas expuesto al fuego]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Dias]]></surname>
<given-names><![CDATA[D. M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Calmon]]></surname>
<given-names><![CDATA[J. L.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Vieira]]></surname>
<given-names><![CDATA[G. L.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,&gt;Universidade Federal do Espírito Santo  ]]></institution>
<addr-line><![CDATA[Vitória-ES ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2020</year>
</pub-date>
<volume>10</volume>
<numero>1</numero>
<fpage>36</fpage>
<lpage>52</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352020000100004&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352020000100004&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352020000100004&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The aim of this work was to investigate the influence of the addition of polypropylene, polyester, polyamide, aramid and aramid pulp fibers on the behavior of concretes subjected to high temperatures. For that, test specimens with fiber additions were made at a rate of 2 kg/m3 and submitted to temperatures in furnace, as well as to high temperatures through direct fire test. Columns were also built and subjected to a live fire simulator belonging to the Espírito Santo Fire Department - Brazil. Microstructural and mechanical properties were analyzed. It has been observed that the fibers may influence the properties of the concrete and that fire tests with standard fire load may be an alternative or complementary analysis of concrete subjected to elevated temperatures.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO O objetivo desse trabalho foi investigar a influência da adição de fibras poliméricas de polipropileno, poliéster, poliamida, aramida e polpa de aramida no comportamento de concretos submetidos a temperaturas elevadas. Para tanto, corpos de prova com adições de fibras a uma taxa de 2kg/m3 foram produzidos e submetidos a mufla, bem como a altas temperaturas através de teste de fogo direto em grelha. Protótipos também foram construídos e submetidos a simulador de incêndio real pertencente ao Corpo de Bombeiros do Espírito Santo - Brasil. Propriedades microestruturais e mecânicas foram analisadas. Observou-se que as fibras podem influenciar as propriedades do concreto e que os ensaios de teste de fogo com carga de incêndio padrão podem ser uma alternativa ou complementar análise de concreto submetido a temperaturas elevadas.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN El objetivo de este trabajo fue investigar la influencia de la adición de fibras poliméricas de polipropileno, poliéster, poliamida, aramida y pulpa de aramida en el comportamiento de hormigones sometidos a temperaturas elevadas. Las probetas con adiciones de fibras a una tasa de 2 kg/m3 fueron producidas y sometidas a altas temperaturas a través de pruebas en horno y de fuego directo. También se construyeron columnas y se sometieron a un simulador de incendios en vivo perteneciente al Departamento de Bomberos de Espírito Santo - Brasil. Se analizaron las propiedades microestructurales y mecánicas. Se observó que las fibras pueden influir en las propiedades del concreto y que los ensayos de fuego con carga de incendio estándar pueden ser una alternativa o complemento para el análisis de hormigón sometido a temperaturas elevadas.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[Reinforced concrete]]></kwd>
<kwd lng="en"><![CDATA[polymeric fibers]]></kwd>
<kwd lng="en"><![CDATA[high temperatures]]></kwd>
<kwd lng="en"><![CDATA[fire]]></kwd>
<kwd lng="en"><![CDATA[mechanical properties]]></kwd>
<kwd lng="pt"><![CDATA[Concreto reforçado]]></kwd>
<kwd lng="pt"><![CDATA[fibras poliméricas]]></kwd>
<kwd lng="pt"><![CDATA[altas temperaturas]]></kwd>
<kwd lng="pt"><![CDATA[incêndio]]></kwd>
<kwd lng="pt"><![CDATA[propriedades mecânicas]]></kwd>
<kwd lng="es"><![CDATA[hormigón reforzado]]></kwd>
<kwd lng="es"><![CDATA[fibras poliméricas]]></kwd>
<kwd lng="es"><![CDATA[altas temperaturas]]></kwd>
<kwd lng="es"><![CDATA[fuego]]></kwd>
<kwd lng="es"><![CDATA[propiedades mecánicas]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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