Ara es mostren els items 82-97 de 97

    • Testing and design of stainless steel CHS columns 

      BUCHANAN, Craig; Real Saladrigas, Esther; Gardner, Leroy (2016)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      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
      Accés obert
      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 ...
    • Tests on ferritic stainless steel RHS and SHS beam-columns 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2015)
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      The desirable features offered by different stainless steel grades have encouraged the use of this material in construction and the lower nickel content of the ferritic grades allows, additionally, controlling and decreasing ...
    • Tests on ferritic stainless steel simply supported and continuous SHS and RHS beams 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2016-11)
      Article
      Accés obert
      Development of efficient design guidance for stainless steel structures (considering non-linear behaviour, strain hardening and allowing for moment redistribution in indeterminate structures) is crucial for the widespread ...
    • Tests on ferritic stainless steel simply supported and continuous SHS and RHS beams 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (CRC Press, 2015)
      Text en actes de congrés
      Accés restringit per política de l'editorial
      Development of efficient design guidance for stainless steel structures is key for the spreading of this corrosion-resistant material by considering both nonlinear behavior and strain hardening into predicting expressions, ...
    • Tests on stainless steel frames. Part I: preliminary tests and experimental set-up 

      Arrayago Luquin, Itsaso; González de León, Isabel; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2020-12)
      Article
      Accés obert
      Austenitic stainless steel is an excellent construction material for structures required to withstand accidental loads such as seismic and/or fire events due to its appropriate mechanical properties, including high ductility, ...
    • Tests on stainless steel frames. Part II: results and analysis 

      Arrayago Luquin, Itsaso; González de León, Isabel; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique (2020-12)
      Article
      Accés obert
      Austenitic stainless steels offer a suitable combination of high ductility, adequate toughness, considerable strain hardening and good fire resistance, making them excellent construction materials, especially for structures ...
    • The Continuous Strength Method for stainless steel columns 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique; Gardner, Leroy (Steel Construction Institute, 2017)
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      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 ...
    • 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 hollow section columns 

      Arrayago Luquin, Itsaso; Real Saladrigas, Esther; Mirambell Arrizabalaga, Enrique; Gardner, Leroy (2020-09)
      Article
      Accés obert
      The Continuous Strength Method (CSM) provides accurate resistance predictions for both stocky and slender stainless steel cross-sections; in the case of the former, allowance is made for the beneficial effects of strain ...
    • 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
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      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 ...
    • TLS measurements of initial imperfections of steel frames for structural analysis within BIM-enabled platforms 

      Chacón Flores, Rolando Antonio; Puig i Polo, Càrol; Real Saladrigas, Esther (2021-05)
      Article
      Accés obert
      Terrestrial Laser Scanners (TLS) provide manifold possibilities in construction sites. In buildings assembled with steel frames, the “as-built” configuration of the structure can be virtualized by means of TLS measurements ...
    • Torsion and its interaction with other internal forces in EN 1993-1-1: a new approach 

      Mirambell Arrizabalaga, Enrique; Bordallo, Jordi; Real Saladrigas, Esther (2016-08)
      Article
      Accés obert
      This paper presents and clarifies the treatments included in EN 1993-1-1, relating to checking the resistance of the steel cross-sections under torsion and its interaction with other internal forces. Specifically, the ...
    • Transversally and longitudinally stiffened steel plate girders subjected to patch loading 

      Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2019-05)
      Article
      Accés obert
      This article presents some observations related to the phenomenon that occurs when transversally and longitudinally stiffened steel plate girders are subjected to patch loading. The failure mechanism differs considerably ...
    • Transversally and longitudinally stiffened steel plate girders subjected to patch loading 

      Chacón Flores, Rolando Antonio; Mirambell Arrizabalaga, Enrique; Real Saladrigas, Esther (2018)
      Text en actes de congrés
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      This article presents some observations related to the phenomenon that occurs when a densely stiffened steel plate girder (both transversally and longitudinally) is subjected to patch loading. The failure mechanism differs ...
    • Web crippling resistances of cold-formed stainless steel sections: a proposal for EN 1993-1-4 

      Li, Hai Ting; Li, Qiu Yun; Real Saladrigas, Esther; Young, Ben (Elsevier, 2023-11)
      Article
      Accés restringit per política de l'editorial
      The current EN 1993-1-4 does not have supplementary web crippling design provision for cold-formed stainless steel sections under local transverse forces. Therefore, designers are generally referring to the guidance in EN ...