Now showing items 1-11 of 11

  • Beam-column behaviour of ferritic stainless steel CHS members 

    BUCHANAN, Craig; Real Saladrigas, Esther; Gardner, Leroy (2016)
    Conference report
    Restricted access - publisher's policy
    Stainless steel is gaining wider usage in a range of engineering applications due to its favourable mechanical properties and corrosion resistance, with ferritic grades expected to become more prevalent in construction due ...
  • Description of stress-strain curves for stainless steel alloys 

    Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Gardner, Leroy (2015-12-15)
    Article
    Open Access
    There is a wide variety of stainless steel alloys, but all are characterized by a rounded stress-strain response with no sharply defined yield point. This behaviour can be represented analytically by different material ...
  • Design manual for structural stainless steel 

    Afshan, Sheida; Arrayago Luquin, Itsaso; Gardner, Leroy; Gedge, Graham; Jandera, Michal; Real Saladrigas, Esther; Rossi, Barbara; Stranghoner, Natalie; Zhao, Ou (Steel Construction Institute publications, 2017)
    Book
    Restricted access - publisher's policy
    Stainless steel is used for a wide range of structural applications in aggressive environments where reliable performance over long periods with little maintenance is required. In addition, stainless steel has an attractive ...
  • Effects of material nonlinearity on the global analysis and stability of stainless steel frames 

    Walport, Fiona; Gardner, Leroy; Real Saladrigas, Esther; Arrayago Luquin, Itsaso; Nethercot, David A. (2019-01)
    Article
    Restricted access - publisher's policy
    In structural frames, second order effects refer to the internal forces and moments that arise as a result of deformations under load (i.e. geometrical nonlinearity). EN 1993-1-1 states that global second order effects may ...
  • Effects of material nonlinearity on the global analysis and stability of stainless steel frames 

    Walport, Fiona; Gardner, Leroy; Real Saladrigas, Esther; Arrayago Luquin, Itsaso; Nethercot, David A. (Steel Construction Institute, 2017)
    Conference report
    Restricted access - publisher's policy
    In structural frames, second order effects refer to the internal forces and moments that arise as a result of deformations under load (i.e. geometrical nonlinearity). EN 1993-1-1 states that global second order effects may ...
  • Manual de diseño para acero inoxidable estructural 

    Afshan, Sheida; Arrayago Luquin, Itsaso; Gardner, Leroy; Gedge, Graham; Jandera, Michal; Real Saladrigas, Esther; Rossi, Barbara; Stranghöner, Natalie; Zhao, Ou (Steel Construction Institute publications, 2017)
    Book
    Restricted access - publisher's policy
    El acero inoxidable se emplea en un amplio abanico de aplicaciones estructurales en ambientes agresivos en los que se requiere garantizar un comportamiento adecuado durante largos períodos de tiempo con niveles mínimos de ...
  • Material and local buckling response of ferritic stainless steel sections 

    Bock Montero, Marina; Gardner, Leroy; Real Saladrigas, Esther (2015-04)
    Article
    Open Access
    An investigation into the material response and local buckling behaviour of ferritic stainless steel structural cross-sections is presented in this paper. Particular attention is given to the strain hardening characteristics ...
  • Shear design recommendations for stainless steel plate girders 

    Saliba, Najib; Real, E.; Gardner, Leroy (2014-02-01)
    Article
    Restricted access - publisher's policy
    The behaviour and design of stainless steel plate girders loaded in shear is investigated in this paper. A review of existing methods for the design of stainless steel plate girders, including codified provisions, is first ...
  • Testing and design of stainless steel CHS columns 

    BUCHANAN, Craig; Real Saladrigas, Esther; Gardner, Leroy (2016)
    Conference report
    Restricted access - publisher's policy
    Stainless steel is an increasingly popular construction material due to its combination of durability and favourable mechanical properties. Circular hollow sections (CHS) are widely used due to their aesthetic appeal and ...
  • Testing, simulation and design of cold-formed stainless steel CHS columns 

    Buchanan, Craig; Real Saladrigas, Esther; Gardner, Leroy (2018-09)
    Article
    Restricted access - publisher's policy
    Stainless steel tubular members are employed in a range of load-bearing applications due to their strength, durability and aesthetic appeal. From the limited existing test data on stainless steel circular hollow sections ...
  • The Continuous Strength Method for stainless steel columns 

    Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique; Gardner, Leroy (Steel Construction Institute, 2017)
    Conference report
    Restricted access - publisher's policy
    The Continuous Strength Method provides excellent resistance predictions of stocky cross-sections under different loading conditions as it accounts for enhanced material properties, although the method is currently limited ...