Browsing by Author "Fernández Pérez, Ignacio"

Now showing items 1-4 of 4

    • 1D and 3D analysis of anchorage in naturally corroded specimens 

      Fernández Pérez, Ignacio; Tahershamsi, Mohamed; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel; Lundgren, Karin; Hanjari, Kamyab Zandi; Plos, Mario (Université Laval, 2014)
      Conference report
      Open Access
      Corrosion of reinforcement causes cracking and spalling of concrete cover which affects the bond; this is a crucial factor in deterioration of concrete structures. Earlier, tests have been carried out on specimens with ...

    • Assessment and visualization of performance indicators of reinforced concrete beams by distributed optical fibre sensing 

      Gil Berrocal, Carlos; Fernández Pérez, Ignacio; Bado, Mattia Francesco; Casas Rius, Joan Ramon; Rempling, Rasmus (2021-01)
      Article
      Open Access
      The implementation of structural health monitoring systems in civil engineering structures already in the construction phase could contribute to safer and more resilient infrastructure. Due to their lightweight, small size ...

    • Characterization of concrete shrinkage induced strains in internally-restrained RC structures by distributed optical fiber sensing 

      Bado, Mattia Francesco; Casas Rius, Joan Ramon; Dey, Alinda; Gil Berrocal, Carlos; Kaklauskas, Gintaris; Fernández Pérez, Ignacio; Rempling, Rasmus (Elsevier, 2021-07)
      Article
      Open Access
      The present paper reports the result of an inter-university experimental investigation on concrete shrinkage induced strains on embedded rebars instrumented with Distributed Optical Fiber Sensors (DOFS). The monitoring was ...

    • Ultimate capacity of corroded statically indeterminate reinforced concrete members 

      Fernández Pérez, Ignacio; Herrador Barrios, Manuel F.; Marí Bernat, Antonio Ricardo; Bairán García, Jesús Miguel (Springer, 2018-12)
      Article
      Open Access
      The corrosion of steel reinforcement is commonly believed to be the primary cause of structural deterioration of reinforced concrete (RC) structures; as a result of this deterioration, a RC structure can incur a considerable ...