Effects of state‐of‐the‐art residual stress models on the member and local stability behaviour-Reference-Cited by-同舟云学术

Effects of state‐of‐the‐art residual stress models on the member and local stability behaviour

Published:2022-10-28 Issue:4 Volume:15 Page:244-254
ISSN:1867-0520
Container-title:Steel Construction
language:de
Short-container-title:Steel Construction

Author:

Schaper Lukas¹,Tankova Trayana²,da Silva Luís Simões³,Knobloch Markus¹

Affiliation:

1. Ruhr‐Universität Bochum Chair of Steel, Lightweight and Composite Structure Universitätsstraße 150 44801 Bochum Germany

2. Delft University of Technology Faculty of Civil Engineering and Geoscience Department of Engineering Structures, Steel and Composite Structures Stevinweg 1 2628 CN Delft Netherlands

3. University of Coimbra ISISE, Department of Civil Engineering Rua Luís Reis Santos 3030‐788 Coimbra Portugal

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/stco.202200027

Reference18 articles.

1. European Convention for Constructional Steelwork (ECCS) – Technical Committee 8 (1984)Ultimate Limit State Calculation of Sway Frames with Rigid Joints. ECCS‐Publication No. 33 Brussels Belgium.

2. CEN/TC250: Eurocode 3 (2021)Design of steel structures – Part 1–14: Design assisted by finite element analysis. CEN/TC 250/SC3/N3296 Draft 2.2021.

3. The simplified method of the equivalent compression flange

4. Characterization of residual stresses for LTB simulations of modern welded girders

5. Experimental and model investigation on residual stresses in Q460GJ thick-walled I-shaped sections

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