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

Author:

Knobloch Markus1,Bureau Alain2,Kuhlmann Ulrike3,da Silva Luís Simões4,Snijder Hubertus. H.5,Taras Andreas6,Bours Anna‐Lena1,Jörg Fabian3

Affiliation:

1. Ruhr‐Universität Bochum Chair 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 Stuttgart Institute of Structural Design Pfaffenwaldring 7 70569 Stuttgart Germany

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

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

6. ETH Zurich Chair 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

Reference31 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. Eurocode 3 (Oct 2019) Design of Steel Structures – Part 1‐103: Elastic critical buckling of members 6th draft Doc. CEN‐TC250‐SC3_N2978.

5. Eurocode 3 (Mar 2019) Design of steel structures – Part 1‐101: Design method for the stability of steel members under compression and bi‐axial bending final draft Doc. CEN‐TC250‐SC3‐WG1_N0284.

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