<?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>S2007-68352017000100007</article-id>
<article-id pub-id-type="doi">10.21041/ra.v7i1.147</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Desarrollo de un pseudo-elemento de interfaz para el modelado de mampostería de ladrillo reforzado]]></article-title>
<article-title xml:lang="en"><![CDATA[Development of pseudo interface element for modelling of reinforced brick masonry]]></article-title>
<article-title xml:lang="pt"><![CDATA[Desenvolvimento de elemento de interface para modelagem de alvenaria estrutural]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mehendale]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Bambole]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Raghunath]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Veermata Jijabai Technological Institute Structural Engineering Department ]]></institution>
<addr-line><![CDATA[Mumbai ]]></addr-line>
<country>India</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Veermata Jijabai Technological Institute Structural Engineering Department ]]></institution>
<addr-line><![CDATA[Mumbai ]]></addr-line>
<country>India</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,BMS College of Engineering Civil Engineering Department ]]></institution>
<addr-line><![CDATA[Bangaluru ]]></addr-line>
<country>India</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2017</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2017</year>
</pub-date>
<volume>7</volume>
<numero>1</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352017000100007&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352017000100007&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352017000100007&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN La resistencia de la mampostería reforzada está influenciada por las interfaces entre el ladrillo, el mortero y el refuerzo. Se ha definido un protocolo experimental para caracterizar el comportamiento de la junta de mampostería de ladrillo reforzado, con acero de refuerzo incrustado en mortero de cemento 1: 6. Esto es aplicable para la albañilería con ladrillos de baja resistencia y baja rigidez encontrada. Las investigaciones experimentales demuestran que el vínculo entre la mampostería y el acero no es perfecto. Teniendo en cuenta los mecanismos de enlace críticos, se intenta presentar un nuevo enfoque para el desarrollo de un elemento de pseudo-interfaz que represente tres materiales diferentes (ladrillo, mortero y refuerzo) y dos interfaces (de refuerzo y mortero (RM) y de mortero (BM)). Por lo tanto, los principios del diseño de concreto armado (RC) clásico pueden aplicarse directamente a la mampostería reforzada con la introducción del pseudo-elemento de interfaz propuesto.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT Strength of reinforced masonry is influenced by interfaces between brick, mortar and reinforcement. Experimental protocol has been defined to characterise the behaviour of reinforced brick masonry joint, with reinforcement steel embedded in cement mortar 1:6. This is applicable for low-strength, low-stiffness brick masonry found. Experimental investigations show that bond between masonry and steel is not perfect. Considering critical bond mechanisms, an attempt is made to put-forth a novel approach for development of a pseudo interface element representing three different materials (viz. brick, mortar and reinforcement) and two interfaces (reinforcement-mortar (RM) interface and brick-mortar (BM) interface). Principles of classical Reinforced Concrete (RC) design can therefore be directly applied to reinforced masonry with the introduction of the proposed pseudo interface element.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO A resistência da alvenaria reforçada é influenciada pelas interfaces entre tijolo, argamassa e armadura. O protocolo experimental foi definido para caracterizar o comportamento de juntas de alvenaria de tijolo armado, com aço embutido em argamassa de cimento 1:6. Isto é aplicável para baixa resistência, com tijolo de baixa rigidez. Investigações experimentais mostram que a ligação entre a alvenaria e o aço não é perfeita. Considerando os mecanismos de ligação críticos, é feita uma tentativa de apresentar uma nova abordagem para o desenvolvimento de um elemento de pseudo interface representando três materiais diferentes (tijolo vizinho, argamassa e armadura) e duas interfaces (interface argamassa-armadura (RM) e interface tijolo-argamassa (BM)). Os princípios de projeto clássicos de concreto armado (RC) podem, portanto, ser diretamente aplicados à alvenaria armada com a introdução do elemento de pseudo interface proposto.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[articulación de mampostería reforzada]]></kwd>
<kwd lng="es"><![CDATA[elemento de interfaz]]></kwd>
<kwd lng="es"><![CDATA[comportamiento de enlace de refuerzo de mampostería]]></kwd>
<kwd lng="es"><![CDATA[pseudo-material de interfaz]]></kwd>
<kwd lng="es"><![CDATA[rigidez de los elementos de la interfaz]]></kwd>
<kwd lng="en"><![CDATA[reinforced masonry joint]]></kwd>
<kwd lng="en"><![CDATA[interface element]]></kwd>
<kwd lng="en"><![CDATA[masonry reinforcement bond behavior]]></kwd>
<kwd lng="en"><![CDATA[pseudo interface material]]></kwd>
<kwd lng="en"><![CDATA[stiffness of interface elements]]></kwd>
<kwd lng="pt"><![CDATA[junta de alvenaria armada]]></kwd>
<kwd lng="pt"><![CDATA[elemento de interface]]></kwd>
<kwd lng="pt"><![CDATA[comportamento de ligação de reforço de alvenaria]]></kwd>
<kwd lng="pt"><![CDATA[material de pseudo interface]]></kwd>
<kwd lng="pt"><![CDATA[rigidez dos elementos de interface]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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