<?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>S2007-68352019000100030</article-id>
<article-id pub-id-type="doi">10.21041/ra.v9i1.269</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Influence of anchorage on flexural strength of beams strengthened with CFRP sheets]]></article-title>
<article-title xml:lang="pt"><![CDATA[Influência da ancoragem na resistência à flexão de vigas reforçadas com mantas de PRFC]]></article-title>
<article-title xml:lang="es"><![CDATA[Influencia del anclaje en la resistencia a la flexión de vigas reforzadas con mantas de PRFC]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ferreira]]></surname>
<given-names><![CDATA[M. P.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Oliveira]]></surname>
<given-names><![CDATA[M. H.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Lima Neto]]></surname>
<given-names><![CDATA[A. F.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Tapajós]]></surname>
<given-names><![CDATA[L. S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Nascimento]]></surname>
<given-names><![CDATA[A. J. C.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Freire]]></surname>
<given-names><![CDATA[M. C.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidade Federal do Pará Civil Engineering Department ]]></institution>
<addr-line><![CDATA[Belém ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidade de Brasília Civil and Environmental Engineering Department ]]></institution>
<addr-line><![CDATA[Brasília ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidade Federal do Pará Nucleus of Amazonian Development in Engineering ]]></institution>
<addr-line><![CDATA[Tucuruí ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidade Estadual do Oeste do Paraná Civil Engineering Department ]]></institution>
<addr-line><![CDATA[Itaituba ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af5">
<institution><![CDATA[,Universidade Federal do Pará Post-graduation in Civil Engineering ]]></institution>
<addr-line><![CDATA[Belém ]]></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>30</fpage>
<lpage>47</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352019000100030&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352019000100030&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352019000100030&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract In order to evaluate the influence of anchorage on the flexural strength of beams strengthened with Carbon Fiber Reinforced Polymer (CFRP) sheets, the experimental results of 126 tests in the literature and of an unprecedented series with 4 reinforced concrete beams, tested by these authors, were analyzed. The parameters affecting the performance and the strength of the beams are evaluated, and the design criteria of fib Bulletin 14 (2001) and ACI 440-2R (2008) are discussed. It was observed that, even with auxiliary devices in the PRFC anchorage, premature failure is possible, and that both theoretical recommendations lead to safe estimates, but excessively conservative in cases where the anchorage of the PRFC sheet is properly done.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Buscando avaliar a influência da ancoragem na resistência à flexão de vigas reforçadas com mantas de Polímero Reforçado com Fibra de Carbono (PRFC), foram analisados os resultados experimentais de 126 ensaios presentes na literatura e de uma série inédita, ensaiada pelos autores, com 4 vigas de concreto armado. São avaliados os parâmetros que afetam o desempenho e a resistência das vigas, e discutidos os critérios de dimensionamento do fib Bulletin 14 (2001) e ACI 440-2R (2008). Observouse que, mesmo com dispositivos auxiliares na ancoragem do PRFC, falhas prematuras são possíveis, e também que ambas as recomendações teóricas conduzem a estimativas a favor da segurança, porém excessivamente conservadoras nos casos onde a ancoragem da manta de PRFC é feita adequadamente.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Buscando evaluar la influencia del anclaje en la resistencia a la flexión de vigas reforzadas con mantas de Polímero Reforzado con Fibra de Carbono (PRFC), se analizaron los resultados experimentales de 126 ensayos presentes en la literatura y de una serie inédita de los autores, con 4 vigas de hormigón armado. Se evalúan los parámetros que afectan desempeño y resistencia de vigas, y se discuten los criterios de dimensionamiento del fib Bulletin 14 (2001) y ACI 440-2R (2008). Se observó que, incluso con dispositivos auxiliares en el anclaje del PRFC, fallos prematuros son posibles, y que ambas recomendaciones conducen a estimaciones seguras, pero excesivamente conservadoras en los casos en que el anclaje de la manta de PRFC se realice adecuadamente.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reinforced concrete]]></kwd>
<kwd lng="en"><![CDATA[flexural strengthening]]></kwd>
<kwd lng="en"><![CDATA[CFRP sheets]]></kwd>
<kwd lng="en"><![CDATA[anchorage]]></kwd>
<kwd lng="pt"><![CDATA[concreto armado]]></kwd>
<kwd lng="pt"><![CDATA[reforço à flexão]]></kwd>
<kwd lng="pt"><![CDATA[mantas de PRFC]]></kwd>
<kwd lng="pt"><![CDATA[ancoragem]]></kwd>
<kwd lng="es"><![CDATA[hormigón armado]]></kwd>
<kwd lng="es"><![CDATA[refuerzo de la flexión]]></kwd>
<kwd lng="es"><![CDATA[mantas de PRFC]]></kwd>
<kwd lng="es"><![CDATA[fondeadero]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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