• Cold-formed stainless steel CHS beam-columns: testing, simulation and design 

      BUCHANAN, Craig; Zhao, Ou; Real Saladrigas, Esther; Gardner, Leroy (Elsevier, 2020-06)
      Article
      Accés obert
      The present work was prompted by shortcomings identified in existing design provisions for stainless steel circular hollow section (CHS) beam-columns. First, addressing a lack of existing experimental data, a series of ...
    • Interaction of bending and axial load for ferritic stainless steel RHS columns 

      Arrayago Luquin, Itsaso; Picci, F; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2015-06-01)
      Article
      Accés obert
      Stainless steels are ideal for sustainable structural performances due to their excellent corrosion resistance, appropriate mechanical properties, aesthetic appearance and easy maintenance. However, the nonlinear behaviour ...
    • The Continuous Strength Method for the design of stainless steel hollow section beam-columns 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Gardner, Leroy; Mirambell Arrizabalaga, Enrique (Elsevier, 2021-07)
      Article
      Accés obert
      The Continuous Strength Method (CSM) is a deformation based design approach that provides accurate cross-section resistance predictions by making rational allowance for the interaction between cross-section elements, the ...
    • The Continuous Strength Method for the design of stainless steel members under combined loading 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Gardner, Leroy; Mirambell Arrizabalaga, Enrique (2021)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      The Continuous Strength Method (CSM) provides accurate cross-section resistance predictions since allowance is made for the partial spread of plasticity and the beneficial effects of strain hardening. Although CSM design ...