• Influence of the longitudinal reinforcement on the shear strength of one-way concrete slabs 

      Gurutzeaga Zubillaga, Mikel; Oller Ibars, Eva; Ribas González, Carlos Rodrigo; Cladera Bohigas, Antoni; Marí Bernat, Antonio Ricardo (2015-08)
      Article
      Accés obert
      The shear strength of one-way slabs is studied in this paper via an experimental program performed by the authors and the analysis of a shear test database. The experimental program, in which six slabs and three beams ...
    • New full connection system for composite slabs: real scale tests 

      Ferrer Ballester, Miquel; Marimón Carvajal, Federico; Gámez, Ricardo (2014)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Currently, most cold-formed steel sheet designs for composite slabs incorporate a repeating pattern of embossments along the entire length of the steel sheet ribs. Their function is to hinder the longitudinal slipping, ...
    • Punching-shear strength of reinforced concrete slabs subjected to unidirectional in-plane tensile forces 

      Fernández Sánchez, Pablo Gonzalo; Marí Bernat, Antonio Ricardo; Oller Ibars, Eva (Wiley (John Wiley & Sons), 2021-04)
      Article
      Accés obert
      Some reinforced concrete slabs are subjected simultaneously to concentrated loads and unidirectional in‐plane tensile forces. This the case of the top slab of a box girder bridge where hogging bending moments take place ...
    • Verificación experimental de uniones mediante lazos de armadura y su aplicación en la construcción evolutiva de puentes 

      Contreras, Catalina P.; Casas Rius, Joan Ramon; Aparicio Bengoechea, Ángel Carlos (Asociacion Científica del Hormigón Estructural (ACHE), 2011)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      El presente trabajo entrega un estudio a partir de ensayos de un nuevo tipo de empalme para puentes de sección cajón construidos evolutivamente, buscando reducir riesgos asociados a la construcción y plazos de ejecución. ...