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    <title>DSpace Community:</title>
    <link>http://hdl.handle.net/2117/3510</link>
    <description />
    <pubDate>Sun, 19 May 2013 20:52:20 GMT</pubDate>
    <dc:date>2013-05-19T20:52:20Z</dc:date>
    <itunes:owner>
      <itunes:email>webmaster.bupc@upc.edu</itunes:email>
      <itunes:name>Universitat Politècnica de Catalunya. Servei de Biblioteques i Documentació</itunes:name>
    </itunes:owner>
    <itunes:explicit>no</itunes:explicit>
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    <item>
      <title>A strategy case to facilitate the technology transfer between universities-enterprise</title>
      <link>http://hdl.handle.net/2117/19120</link>
      <description>Title: A strategy case to facilitate the technology transfer between universities-enterprise
Authors: Sánchez Romero, Montserrat; Gil Espert, Lluís; Segura Vicente, Sonia</description>
      <pubDate>Tue, 07 May 2013 13:35:49 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/19120</guid>
      <dc:date>2013-05-07T13:35:49Z</dc:date>
      <itunes:author>Sánchez Romero, Montserrat; Gil Espert, Lluís; Segura Vicente, Sonia</itunes:author>
      <itunes:explicit>no</itunes:explicit>
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    <item>
      <title>Tensile tests of basalt FRP rebars using mechanical anchorages</title>
      <link>http://hdl.handle.net/2117/18923</link>
      <description>Title: Tensile tests of basalt FRP rebars using mechanical anchorages
Authors: Neagoe, Catalin Andrei; Gil Espert, Lluís
Abstract: In the current report are analyzed the experimental results of initial tensile tests of Basalt FRP (BFRP) rebars provided by VSL.&#xD;
The investigation was conducted on the 19th of February 2013, in the laboratory of CER LITEM.&#xD;
Objectives of the study: to determine the tensile strengths of 6 mm and 8 mm basalt FRP rebars, and to determine what type of test setup and anchorage system is best suited for future tensile tests of BFRP bars.</description>
      <pubDate>Mon, 22 Apr 2013 13:23:46 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18923</guid>
      <dc:date>2013-04-22T13:23:46Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei; Gil Espert, Lluís</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>In the current report are analyzed the experimental results of initial tensile tests of Basalt FRP (BFRP) rebars provided by VSL.&#xD;
The investigation was conducted on the 19th of February 2013, in the laboratory of CER LITEM.&#xD;
Objectives of the study: to determine the tensile strengths of 6 mm and 8 mm basalt FRP rebars, and to determine what type of test setup and anchorage system is best suited for future tensile tests of BFRP bars.</itunes:summary>
    </item>
    <item>
      <title>Tensile tests of basalt FRP rebars using chemical anchorages</title>
      <link>http://hdl.handle.net/2117/18922</link>
      <description>Title: Tensile tests of basalt FRP rebars using chemical anchorages
Authors: Neagoe, Catalin Andrei; Gil Espert, Lluís
Abstract: In the current report are analyzed the experimental results of initial tensile tests of Basalt FRP (BFRP) rebars provided by VSL.&#xD;
The investigation was conducted in the laboratory of CER LITEM. Objectives of the study: to determine the tensile strengths of 6 mm and 8 mm basalt FRP rebars, and to determine what type of test setup and anchorage system is best suited for future tensile tests of BFRP bars.</description>
      <pubDate>Mon, 22 Apr 2013 13:19:46 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18922</guid>
      <dc:date>2013-04-22T13:19:46Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei; Gil Espert, Lluís</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>In the current report are analyzed the experimental results of initial tensile tests of Basalt FRP (BFRP) rebars provided by VSL.&#xD;
The investigation was conducted in the laboratory of CER LITEM. Objectives of the study: to determine the tensile strengths of 6 mm and 8 mm basalt FRP rebars, and to determine what type of test setup and anchorage system is best suited for future tensile tests of BFRP bars.</itunes:summary>
    </item>
    <item>
      <title>Tensile tests of basalt FRP rebars using steel wedges</title>
      <link>http://hdl.handle.net/2117/18921</link>
      <description>Title: Tensile tests of basalt FRP rebars using steel wedges
Authors: Neagoe, Catalin Andrei; Gil Espert, Lluís
Abstract: In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges.&#xD;
The investigation was conducted in the laboratory of CER LITEM &#xD;
Objectives of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars anchored with two different steel wedge systems; and to compare the anchoring efficiency of the wedge systems.</description>
      <pubDate>Mon, 22 Apr 2013 13:15:56 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18921</guid>
      <dc:date>2013-04-22T13:15:56Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei; Gil Espert, Lluís</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges.&#xD;
The investigation was conducted in the laboratory of CER LITEM &#xD;
Objectives of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars anchored with two different steel wedge systems; and to compare the anchoring efficiency of the wedge systems.</itunes:summary>
    </item>
    <item>
      <title>Tensile tests of Basalt FRP rebars using steel wedges with aluminum sleeves</title>
      <link>http://hdl.handle.net/2117/18920</link>
      <description>Title: Tensile tests of Basalt FRP rebars using steel wedges with aluminum sleeves
Authors: Neagoe, Catalin Andrei; Gil Espert, Lluís
Abstract: In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges with aluminum sleeves.&#xD;
The investigation was conducted in the laboratory of CER LITEM from the Department of Strength of Materials and Structural Engineering of Universitat Politècnica de Catalunya – BarcelonaTech.&#xD;
Objective of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars, anchored with steel wedge systems with aluminum sleeves.</description>
      <pubDate>Mon, 22 Apr 2013 13:09:17 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18920</guid>
      <dc:date>2013-04-22T13:09:17Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei; Gil Espert, Lluís</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>In the current report are analyzed the experimental results of several tensile tests of Basalt FRP (BFRP) rebars provided by VSL, anchored with steel wedges with aluminum sleeves.&#xD;
The investigation was conducted in the laboratory of CER LITEM from the Department of Strength of Materials and Structural Engineering of Universitat Politècnica de Catalunya – BarcelonaTech.&#xD;
Objective of the study: to determine the failure modes and ultimate tensile stresses of 6 mm and 8 mm Basalt FRP rebars, anchored with steel wedge systems with aluminum sleeves.</itunes:summary>
    </item>
    <item>
      <title>Self-assessment exercises in continuum mechanics with autonomous learning</title>
      <link>http://hdl.handle.net/2117/18871</link>
      <description>Title: Self-assessment exercises in continuum mechanics with autonomous learning
Authors: Marcé Nogué, Jordi; Gil Espert, Lluís; Pérez Martínez, Marco Antonio; Sánchez Romero, Montserrat</description>
      <pubDate>Thu, 18 Apr 2013 13:59:09 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18871</guid>
      <dc:date>2013-04-18T13:59:09Z</dc:date>
      <itunes:author>Marcé Nogué, Jordi; Gil Espert, Lluís; Pérez Martínez, Marco Antonio; Sánchez Romero, Montserrat</itunes:author>
      <itunes:explicit>no</itunes:explicit>
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    <item>
      <title>Feasibility study of strengthening unreinforced masonry structures with shotcrete and textile</title>
      <link>http://hdl.handle.net/2117/18315</link>
      <description>Title: Feasibility study of strengthening unreinforced masonry structures with shotcrete and textile
Authors: Aranha, Chrysl A.; Bernat Masó, Ernest; Gil Espert, Lluís; Escrig Pérez, Christian</description>
      <pubDate>Thu, 14 Mar 2013 17:08:42 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18315</guid>
      <dc:date>2013-03-14T17:08:42Z</dc:date>
      <itunes:author>Aranha, Chrysl A.; Bernat Masó, Ernest; Gil Espert, Lluís; Escrig Pérez, Christian</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
    </item>
    <item>
      <title>The structural performance of arches made of few vossoirs with dry-joints</title>
      <link>http://hdl.handle.net/2117/18261</link>
      <description>Title: The structural performance of arches made of few vossoirs with dry-joints
Authors: Bernat Masó, Ernest; Gil Espert, Lluís; Marcé Nogué, Jordi</description>
      <pubDate>Wed, 13 Mar 2013 14:24:00 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18261</guid>
      <dc:date>2013-03-13T14:24:00Z</dc:date>
      <itunes:author>Bernat Masó, Ernest; Gil Espert, Lluís; Marcé Nogué, Jordi</itunes:author>
      <itunes:explicit>no</itunes:explicit>
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    </item>
    <item>
      <title>Bending test of reinforced concrete beam M0-RC2</title>
      <link>http://hdl.handle.net/2117/18124</link>
      <description>Title: Bending test of reinforced concrete beam M0-RC2
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural bahavior of concrete hybrid beam M0-RC2.</description>
      <pubDate>Thu, 07 Mar 2013 12:11:17 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18124</guid>
      <dc:date>2013-03-07T12:11:17Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural bahavior of concrete hybrid beam M0-RC2.</itunes:summary>
    </item>
    <item>
      <title>Bending test of GFRP-concrete hybrid beam M1-HB3</title>
      <link>http://hdl.handle.net/2117/18123</link>
      <description>Title: Bending test of GFRP-concrete hybrid beam M1-HB3
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M1-HB3.</description>
      <pubDate>Thu, 07 Mar 2013 12:06:01 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18123</guid>
      <dc:date>2013-03-07T12:06:01Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M1-HB3.</itunes:summary>
    </item>
    <item>
      <title>Bending test of GFRP-concrete hybrid beam M1-HB4</title>
      <link>http://hdl.handle.net/2117/18121</link>
      <description>Title: Bending test of GFRP-concrete hybrid beam M1-HB4
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M1-HB4.</description>
      <pubDate>Thu, 07 Mar 2013 11:57:25 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18121</guid>
      <dc:date>2013-03-07T11:57:25Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M1-HB4.</itunes:summary>
    </item>
    <item>
      <title>Bending test of GFRP-concrete hybrid beam M2-HB3</title>
      <link>http://hdl.handle.net/2117/18120</link>
      <description>Title: Bending test of GFRP-concrete hybrid beam M2-HB3
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M2-HB3.</description>
      <pubDate>Thu, 07 Mar 2013 11:45:04 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18120</guid>
      <dc:date>2013-03-07T11:45:04Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M2-HB3.</itunes:summary>
    </item>
    <item>
      <title>Bending test of GFRP-concrete hybrid beam M2-HB4</title>
      <link>http://hdl.handle.net/2117/18118</link>
      <description>Title: Bending test of GFRP-concrete hybrid beam M2-HB4
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M2-HB4.</description>
      <pubDate>Thu, 07 Mar 2013 11:41:46 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18118</guid>
      <dc:date>2013-03-07T11:41:46Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural bahavior of GFRP-concrete hybrid beam M2-HB4.</itunes:summary>
    </item>
    <item>
      <title>Bending test of GFRP-concrete hybrid beam M1-HB1</title>
      <link>http://hdl.handle.net/2117/18092</link>
      <description>Title: Bending test of GFRP-concrete hybrid beam M1-HB1
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural behavior of reinforced concrete beam M1-HB1.</description>
      <pubDate>Wed, 06 Mar 2013 11:11:52 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18092</guid>
      <dc:date>2013-03-06T11:11:52Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural behavior of reinforced concrete beam M1-HB1.</itunes:summary>
    </item>
    <item>
      <title>Bending test of GFRP-concrete hybrid beam M1-HB2</title>
      <link>http://hdl.handle.net/2117/18091</link>
      <description>Title: Bending test of GFRP-concrete hybrid beam M1-HB2
Authors: Neagoe, Catalin Andrei
Abstract: The current report presents the experimental results regarding the flexural behavior of reinforced concrete beam M1-HB2.</description>
      <pubDate>Wed, 06 Mar 2013 11:09:06 GMT</pubDate>
      <guid isPermaLink="false">http://hdl.handle.net/2117/18091</guid>
      <dc:date>2013-03-06T11:09:06Z</dc:date>
      <itunes:author>Neagoe, Catalin Andrei</itunes:author>
      <itunes:explicit>no</itunes:explicit>
      <itunes:keywords />
      <itunes:summary>The current report presents the experimental results regarding the flexural behavior of reinforced concrete beam M1-HB2.</itunes:summary>
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