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    <title>DSpace Collection:</title>
    <link>http://hdl.handle.net/2117/3956</link>
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    <pubDate>Sat, 25 May 2013 05:04:14 GMT</pubDate>
    <dc:date>2013-05-25T05:04:14Z</dc:date>
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      <itunes:email>webmaster.bupc@upc.edu</itunes:email>
      <itunes:name>Universitat Politècnica de Catalunya. Servei de Biblioteques i Documentació</itunes:name>
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      <title>Meso-mechanical analysis of the fracture of concrete specimens in mixed mode</title>
      <link>http://hdl.handle.net/2117/7932</link>
      <description>Title: Meso-mechanical analysis of the fracture of concrete specimens in mixed mode
Authors: Rodríguez, Mariana; López Garello, Carlos María; Carol, Ignacio; Caner, Ferhun Cem
Abstract: This paper describes recent numerical simulation results of some experiments&#xD;
carried out by Nooru-Mohamed to study mixed mode fracture of concrete. The numerical&#xD;
simulation is based on a meso-mechanical model developed in the group of Mechanics of&#xD;
Materials UPC, which represents the largest aggregate particles explicitly, and represent&#xD;
cracks in a discrete manner by inserting zero-tickness interface elements in all potential crack trajectories a priori of the analysis.</description>
      <pubDate>Wed, 30 Jun 2010 17:35:35 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/7932</guid>
      <dc:date>2010-06-30T17:35:35Z</dc:date>
      <itunes:author>Rodríguez, Mariana; López Garello, Carlos María; Carol, Ignacio; Caner, Ferhun Cem</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords>Mixed mode of fracture in concrete, Meso-mechanics, finite element method, interface elements</itunes:keywords>
      <itunes:summary>This paper describes recent numerical simulation results of some experiments&#xD;
carried out by Nooru-Mohamed to study mixed mode fracture of concrete. The numerical&#xD;
simulation is based on a meso-mechanical model developed in the group of Mechanics of&#xD;
Materials UPC, which represents the largest aggregate particles explicitly, and represent&#xD;
cracks in a discrete manner by inserting zero-tickness interface elements in all potential crack trajectories a priori of the analysis.</itunes:summary>
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