European buckling curves for aluminium compression members: A review of proposals for revision

被引:0
|
作者
Misiek, Thomas [1 ]
Norlin, Bert [2 ]
Höglund, Torsten [2 ]
机构
[1] Breinlinger Ingenieure, Tuttlingen, Germany
[2] Royal Institute of Technology, Stockholm, Sweden
关键词
Buckling - C (programming language) - Codes (standards) - Welding;
D O I
10.1002/cepa.1100
中图分类号
学科分类号
摘要
As part of the ongoing revision of the Eurocodes, the regulations in EN 1999-1-1 on the buckling of aluminium compression members were also subjected to a critical review. This resulted in the need to revise the regulations for non-welded compression members and for longitudinally welded compression members. The introduction of a buckling class C for soft tempers and minor adjustments in the allocation of the individual alloys and tempers to buckling classes A and B can be understood as a fundamental change. The new allocation is presented and explained. The required buckling curve for non-welded columns made of materials of buckling class C was introduced in prEN 1999-1-1. In this context, minor improvements have also been made to buckling curves A and B. The curves are presented and compared with the results of numerical investigations. The comparison is done graphically as well as statistically (based on EN 1990, Annex D). For the design provisions of longitudinally welded aluminium compression members, a more extensive revision was necessary. The design concept was revised and switched to the use of separate buckling curves which are presented here. These curves are also compared with the results of numerical investigations. © 2019 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin.
引用
收藏
页码:563 / 570
相关论文
共 50 条
  • [1] A look at European buckling curves for aluminium members
    Misiek, Thomas
    Norlin, Bert
    Hoglund, Torsten
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2019, 12 (02): : 141 - 155
  • [3] Review of European design provisions for buckling of aluminium members with longitudinal welds - part 1
    Misiek, Thomas
    Norlin, Bert
    Gitter, Reinhold
    Hoglund, Torsten
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2021, 14 (04): : 258 - 269
  • [5] Review of European design provisions for buckling of aluminium members with longitudinal welds - part 3
    Misiek, Thomas
    Norlin, Bert
    Gitter, Reinhold
    Hoglund, Torsten
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2022, 15 (02): : 111 - 120
  • [6] Review of European design provisions for buckling of aluminium members with longitudinal welds - part 2
    Misiek, Thomas
    Norlin, Bert
    Gitter, Reinhold
    Hoglund, Torsten
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2022, 15 (01): : 33 - 42
  • [7] Explanatory notes to buckling design of longitudinally welded aluminium compression members
    Misiek, T.
    Norlin, B.
    Hoglund, T.
    STABILITY AND DUCTILITY OF STEEL STRUCTURES 2019, 2019, : 813 - 820
  • [8] An Abridged Review of Buckling Analysis of Compression Members in Construction
    Goel, Manmohan Dass
    Bedon, Chiara
    Singh, Adesh
    Khatri, Ashish Premkishor
    Gupta, Laxmikant Madanmanohar
    BUILDINGS, 2021, 11 (05)
  • [9] Fire buckling curves for torsionally sensitive steel members subjected to axial compression
    Possidente, Luca
    Tondini, Nicola
    Battini, Jean-Marc
    JOURNAL OF STRUCTURAL FIRE ENGINEERING, 2022, 13 (02) : 171 - 193
  • [10] Reliability analysis of SHS compression members in shipbuilding: derivation of probabilistic buckling curves
    Vasileiou, Angelos S.
    Anyfantis, Konstantinos N.
    SHIPS AND OFFSHORE STRUCTURES, 2023, 18 (03) : 338 - 348