Browsing by Author "Bezerra, Luciano M."

Now showing items 1-7 of 7

    • Experimental study on full scale steel-concrete composite beams using truss-type shear connectors 

      Lima, Jerfson; Bezerra, Luciano M.; Bonilla Rocha, Jorge Douglas; Mirambell Arrizabalaga, Enrique (Elsevier, 2024-03)
      Article
      Restricted access - publisher's policy
      This paper presents an experimental study of full-scale steel-concrete composite beams using truss-type shear connectors. The connector geometry is original and effective. It is made from traditional steel rebar used in ...

    • Net section resistance in bolted cold-formed steel angles under tension 

      Fleitas, Israel; Bonilla Rocha, Jorge Douglas; Bezerra, Luciano M.; Mirambell Arrizabalaga, Enrique (2020-04)
      Article
      Open Access
      Net section resistance in bolted cold-formed steel angles of members under tension is analyzed in this work. The efficiency reduction due to shear lag and eccentricity effects in bolted connections is studied using finite ...

    • Numerical modelling with experimental validation applied to the study of stud connectors behaviour in concrete and steel composite structures 

      Bonilla, Jorge; Bezerra, Luciano M.; Larrúa, Rafael; Recarey Morfa, Carlos Alexander; Mirambell Arrizabalaga, Enrique (Pontificia Universidad Católica de Chile, 2015-04)
      Article
      Open Access
      In this work, the behaviour of stud shear connectors in composite structures is studied, starting from the via numeric simulation of the push out test in a steel beam – with solid concrete slab concrete section is studied. ...

    • Numerical study on the deflections of steel-concrete composite beams with partial interaction 

      Mirambell Arrizabalaga, Enrique; Bonilla Rocha, Jorge Douglas; Bezerra, Luciano M.; Clero, Beatriz (2021-01)
      Article
      Restricted access - publisher's policy
      The use of composite beams with partial interaction, with less shear connectors than those required for full interaction, may be advantageous in many situations. However, these beams tend to show higher deflections compared ...

    • Resistance of stud shear connectors in composite beams using profiled steel sheeting 

      Bonilla Rocha, Jorge Douglas; Bezerra, Luciano M.; Mirambell Arrizabalaga, Enrique (Elsevier, 2019-05)
      Article
      Open Access
      In composite beam design, headed stud shear connectors are commonly used to transfer longitudinal shear forces across the steel-concrete interface. This paper describes the structural performance of shear connection in ...

    • Review of stud shear resistance prediction in steel-concrete composite beams 

      Bezerra, Luciano M.; Bonilla Rocha, Jorge Douglas; Mirambell Arrizabalaga, Enrique; Massicotte, Bruno (2018-05)
      Article
      Restricted access - publisher's policy
      In steel-concrete composite beams, longitudinal shear forces are transferred across steel flange-concrete slab interface by means of shear connectors. The connector behavior is highly non-linear and involves several complex ...

    • Study of stud shear connectors behaviour in composite beams with profiled steel sheeting 

      Bonilla, Jorge; Bezerra, Luciano M.; Larrúa Quevedo, Rafael; Recarey Morfa, Carlos Alexander; Mirambell Arrizabalaga, Enrique (2015-12)
      Article
      Open Access
      This work presents an FE study concerning the prediction of the shear resistance of headed stud connectors in composite beams with profiled steel sheeting subjected to static load. To confirm the FE simulation for the ...