A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Structural Response and Design of Austenitic Stainless Steel I‐section Beam‐columns Undergoing Flexural‐Torsional Buckling
In this paper, the flexural‐torsional buckling response of austenitic stainless steel I‐section beam‐columns is investigated. Finite element simulations are performed with the aim of analysing the parameters affecting the behaviour of the studied members. The accuracy and safety of the existing design provisions of the European structural stainless steel design standard EN 1993‐1‐4 (2015) are assessed. A new method providing more accurate ultimate resistance predictions for austenitic stainless steel I‐section beam‐columns undergoing flexural‐torsional buckling is put forward. The higher accuracy, safety and reliability of the proposed design rules relative to EN 1993‐1‐4 (2015) are demonstrated and the new proposals have now been included in the revised Eurocode – prEN 1993‐1‐4 (2021).
Structural Response and Design of Austenitic Stainless Steel I‐section Beam‐columns Undergoing Flexural‐Torsional Buckling
In this paper, the flexural‐torsional buckling response of austenitic stainless steel I‐section beam‐columns is investigated. Finite element simulations are performed with the aim of analysing the parameters affecting the behaviour of the studied members. The accuracy and safety of the existing design provisions of the European structural stainless steel design standard EN 1993‐1‐4 (2015) are assessed. A new method providing more accurate ultimate resistance predictions for austenitic stainless steel I‐section beam‐columns undergoing flexural‐torsional buckling is put forward. The higher accuracy, safety and reliability of the proposed design rules relative to EN 1993‐1‐4 (2015) are demonstrated and the new proposals have now been included in the revised Eurocode – prEN 1993‐1‐4 (2021).
Structural Response and Design of Austenitic Stainless Steel I‐section Beam‐columns Undergoing Flexural‐Torsional Buckling
Kucukler, Merih (author) / Gardner, Leroy (author)
ce/papers ; 5 ; 340-343
2022-09-01
4 pages
Article (Journal)
Electronic Resource
English
| British Library Online Contents | 2019
Flexural buckling of welded austenitic and duplex stainless steel I-section columns
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Flexural buckling of welded austenitic and duplex stainless steel I-section columns
| British Library Online Contents | 2016
Flexural buckling of welded austenitic and duplex stainless steel I-section columns
| British Library Online Contents | 2016
Flexural buckling of welded austenitic and duplex stainless steel I-section columns
| British Library Online Contents | 2016