Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3

Author:

Knobloch Markus1,Bureau Alain2,Kuhlmann Ulrike3,Simões da Silva Luís4,Snijder Hubertus. H.5,Taras Andreas6,Bours Anna‐Lena1,Jörg Fabian3

Affiliation:

1. Ruhr‐Universität BochumChair of Steel, Lightweight & Composite Structures Universitätsstr. 150 44801 Bochum Germany

2. Centre Technique Industriel de la Construction Métallique (CTICM)Research & Valorization Dept. Immeuble Apollo 91193 Saint‐Aubin France

3. University of StuttgartInstitute of Structural Design Pfaffenwaldring 7 70569 Stuttgart Germany

4. University of CoimbraInstitute for Sustainability & Innovation in Structural Engineering Rua Luís Reis Santos – Pólo II 3030‐788 Coimbra Portugal

5. Eindhoven University of TechnologyDept. of the Built Environment P.O. Box 513 5600 MB Eindhoven The Netherlands

6. ETH ZurichChair of Steel & Composite Structures Stefano‐Franscini‐Platz 5 8093 Zurich Switzerland

Publisher

Wiley

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. CEN/TC 250 (2013) Response to Mandate M/515 (Mandate for amending existing Eurocodes and extending the scope of structural Eurocodes) “Towards a second generation of EN Eurocodes” Brussels CEN‐TC250_N993.

2. EN 1993‐1‐1 (May 2005) Eurocode 3: Design of steel structures – Part 1‐1: General rules and rules for buildings CEN Brussels.

3. prEN 1993‐1‐1:2020 (Dec 2019) Eurocode 3: Design of steel structures – Part 1‐1: General rules and rules for buildings Doc. CEN‐TC250‐SC3_N3023.

4. Greiner R.;Kaim P.(2001)Comparison of LT‐buckling design curves with test results ECCS TC8 report 23 Apr 2001 European Convention for Constructional Steelwork(2001) Brussels.

5. AN ANALYSIS OF THE TRUE BENDING STRENGTH OF STEEL BEAMS.

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