• Reduced kinematic formulation based on the strong discontinuity method for reinforced concrete components 

    Kishta, E.; Richard, B.; Giry, C.; Ragueneau, F. (CIMNE, 2015)
    Texto en actas de congreso
    Acceso abierto
    Damage models, developed in the last decades, insure a continuous description of the fracture process zone in quasi-brittle materials but fail at representing fine information of the cracking features such as openings and ...
  • Strain localization and failure mechanics for elastoplastic damage solids 

    Wu, Jian-Ying; Cervera Ruiz, Miguel (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2014)
    Libro
    Acceso restringido por política de la editorial
    This work investigates systematically strain localization and failure mechanics for elastoplastic damage solids. Two complementary methodologies, i.e., traction-based discontinuities localized in an elastic solid and strain ...
  • Structural system identification of cable-stayed bridges with observability techniques 

    Lozano Galant, José Antonio; Nogal Macho, María; Payá Zaforteza, Ignacio Javier; Turmo Coderque, José (2014)
    Artículo
    Acceso restringido por política de la editorial
    Cable-stayed bridges are highly statically redundant, light and flexible structures. This complexity highlights the role of the structural system identification (SSI) method in the calibration of the actual properties of ...
  • Tunnel assessment with borehole radar 

    Pérez Gracia, María de la Vega; Caselles Magallón, Josep Oriol; Clapes Boixader, Jaime; Canas Torres, José Antonio (2017)
    Comunicación de congreso
    Acceso abierto
    The collapse of a tunnel and the damage in a second tunnel during the construction works, forced to the assessment of the ground in the front tunnel of the second structure, in order to avoid additional problems. The first ...