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References (5)
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Execution of steel structures and aluminium structures -Part 3: Technical requirements for aluminium structures -
T. Misiek, B. Norlin, R. Gitter, Torsten Höglund (2021)
Review of European design provisions for buckling of aluminium members with longitudinal welds – part 3Steel Construction, 15
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T. Misiek, B. Norlin, R. Gitter, Torsten Höglund (2021)
Review of European design provisions for buckling of aluminium members with longitudinal welds – part 1Steel Construction, 14
- Publisher
- Wiley
- Copyright
- © 2022 Ernst & Sohn GmbH
- ISSN
- 1867-0520
- eISSN
- 1867-0539
- DOI
- 10.1002/stco.202100020
- Publisher site
- See Article on Publisher Site
Abstract
As part of the ongoing revision of the Eurocodes, design provisions in EN 1999‐1‐1 on the buckling of longitudinally welded aluminium compression members have been subjected to a critical review. The numerical investigations described in part 1 of the paper were conducted because a need for improvement was identified. In part 2 of the paper, the main observations are presented in qualitative terms. Those observations are: the influence of the allocation of the materials to buckling classes, the influence of the imperfections plus the cross‐section geometry including the position and size of the HAZ within the cross‐section. Part 3 will conclude this paper by discussing the proposed design approaches in detail.
Journal
Steel Construction: Design and Research – Wiley
Published: Feb 1, 2022
Keywords: aluminium; buckling; Eurocode 9; General; Analysis and design; Materials; Berechnungs‐ und Bemessungsverfahren; Allgemeines; Werkstoffe