<?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>1390-0129</journal-id>
<journal-title><![CDATA[Revista Politécnica]]></journal-title>
<abbrev-journal-title><![CDATA[Rev Politéc. (Quito)]]></abbrev-journal-title>
<issn>1390-0129</issn>
<publisher>
<publisher-name><![CDATA[Escuela Politécnica Nacional]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1390-01292024000200059</article-id>
<article-id pub-id-type="doi">10.33333/rp.vol53n2.06</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Estudio Experimental de Conectores Tipo Ángulo en Vigas Compuestas de Acero y Hormigón]]></article-title>
<article-title xml:lang="en"><![CDATA[Experimental Study of Angle Type Connectors in Steel and Concrete Composite Beams]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cárdenas]]></surname>
<given-names><![CDATA[Fausto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Villegas]]></surname>
<given-names><![CDATA[José]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Hernández Rodríguez]]></surname>
<given-names><![CDATA[Luis Tinerfe]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Guaminga]]></surname>
<given-names><![CDATA[Edwin]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Herrera]]></surname>
<given-names><![CDATA[Melisa]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,aff1  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Ecuador</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Escuela Politécnica Nacional,  ]]></institution>
<addr-line><![CDATA[Quito ]]></addr-line>
<country>Ecuador</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>07</month>
<year>2024</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>07</month>
<year>2024</year>
</pub-date>
<volume>53</volume>
<numero>2</numero>
<fpage>59</fpage>
<lpage>68</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://scielo.senescyt.gob.ec/scielo.php?script=sci_arttext&amp;pid=S1390-01292024000200059&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.senescyt.gob.ec/scielo.php?script=sci_abstract&amp;pid=S1390-01292024000200059&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://scielo.senescyt.gob.ec/scielo.php?script=sci_pdf&amp;pid=S1390-01292024000200059&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen: Esta investigación técnico experimental tiene como objetivo analizar la resistencia a corte, considerando que para los perfiles laminados tipo ángulo no se cuenta con una fórmula de cálculo normalizada al emplearse como conectores de corte y que pueden ser usados en secciones compuestas. El estudio consistió en el análisis de 16 especímenes; 8 con un ángulo de 3 mm de espesor y otras 8 con 4 mm de espesor; cada grupo de 8 especímenes se dividió en dos subgrupos de 4, que se diferencian entre sí por la posición del conector a 45 y 90 grados. Al comparar los resultados con estudios de otros autores, se evidencia que el modo de falla está relacionado con la forma de la probeta, lo cual resulta en una falla prematura del concreto sobre las nervaduras. El análisis de estos ensayos resultó en la obtención de parámetros como: resistencia, ductilidad, deslizamiento y rigidez del material; independientemente de la orientación del conector, y se concluyó que el conector orientado a 90 grados es el que mayor carga resiste. En cuanto a la rigidez, los valores obtenidos son similares con investigaciones previas, lo que lleva a la conclusión que el conector orientado a 45 grados tiene una mayor rigidez característica que el orientado a 90 grados. Los mismos, según la norma establecida, tienen una ductilidad moderada y según las gráficas carga-deslizamiento los de 3 mm de espesor tienen un mayor desplazamiento que los de 4 mm, independientemente de su orientación.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract: This experimental technical research aims to analyze the shear resistance, considering that there is no standardized calculation formula for angle rolled shaped when used as shear connectors and that they can be used in composite sections. The study consisted of the analysis of 16 specimens; 8 with a 3 mm thick angle and another 8 with 4 mm thickness, each group of 8 specimens was divided into two subgroups of 4, which differ from each other by the position of the connector at 45 and 90 degrees. When the results are compared with studies by other authors, it is evident that the failure mode is related to the shape of the specimen, resulting in premature failure of the concrete on the ribs. The analysis of these tests resulted in obtaining parameters such as strength, ductility, sliding and rigidity of the material, regardless of the orientation of the connector. This led to the conclusion that the connector oriented at 90 degrees is the one that resists the greatest load. Regarding stiffness, the values obtained are similar to previous investigations, concluding that the connector oriented at 45 degrees has a greater characteristic stiffness than the one oriented at 90 degrees. According to the established standard, they have a moderate ductility and according to the load-slip graphs, those of 3 mm thickness have a greater displacement than those of 4 mm, regardless of their orientation.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[conector de corte ángulo]]></kwd>
<kwd lng="es"><![CDATA[losa deck]]></kwd>
<kwd lng="es"><![CDATA[resistencia a corte]]></kwd>
<kwd lng="es"><![CDATA[ensayo push out]]></kwd>
<kwd lng="en"><![CDATA[angle shear connector]]></kwd>
<kwd lng="en"><![CDATA[deck slab]]></kwd>
<kwd lng="en"><![CDATA[push out test]]></kwd>
<kwd lng="en"><![CDATA[shear strength]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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