Now showing items 1-5 of 5

    • Aplicació del mètode del Treball Essencial de Fractura a acers AHSS 

      Llobet Lorenzo, Albert (Universitat Politècnica de Catalunya, 2008-11)
      Master thesis (pre-Bologna period)
      Open Access
      En aquest projecte s'ha estudiat la possibilitat d'utilitzar la metodologia del Treball Essencial de Fractura (TEF) per a 6 Acers Avançats d'Alta Resistència (AHSS, normalment es fa servir l'acrònim anglès de Advanced High ...
    • Calculation of the effective properties of trapezoidal steel sheets 

      Varga, Adam-gyorgy (Universitat Politècnica de Catalunya, 2016-06-08)
      Bachelor thesis
      Open Access
      In the present days, thin-walled structural members are getting used more and more in the industrial domain, that’s why the research of these type of elements demands a lot of attention. One special place between these ...
    • Improved design of transversally stiffened steel plate girders subjected to patch loading 

      Chacón Flores, Rolando Antonio; Herrera, Juan; Fargier-Gabaldón, Luis (2017-11)
      Article
      Open Access
      This article presents a mechanical formulation to estimate the strength of transversally stiffened steel plate girders subjected to patch loading, in this particular case, with closely space stiffeners. Steel plate girders ...
    • Simplified nonlinear analysis of doubly corrugated cold-formed steel arches 

      Casafont Ribera, Miguel; Bové Tous, Oriol; Marimón Carvajal, Federico; Ferrer Ballester, Miquel; Soltanalipour, Milad (2023-09)
      Article
      Restricted access - publisher's policy
      Doubly corrugated steel arches are made by pressing transverse corrugations on trapezoidal cold-formed steel sheets. Several studies show that these transverse corrugations may have a significant detrimental effect on the ...
    • Web crippling strength of longitudinally stiffened steel plate girder webs subjected to concentrated loading 

      Loaiza, Nelson; Graciano, Carlos; Chacón Flores, Rolando Antonio (American Institute of Steel Construction, 2017)
      Conference report
      Open Access
      Currently, the AISC code provides guidance for the calculation of the ultimate strength of unstiffened plate girder webs subjected to concentric edge loads. Specifications consider three categories: ...