Post-buckling analysis of non-prismatic columns under general behaviour of loading

被引：16
|
作者：
Zyczkowski, M [1 ]
机构：
[1] Cracow Univ Technol, Politechn Krakowska, Inst Appl Mech, PL-31155 Krakow, Poland
来源：
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS | 2005年 / 40卷 / 04期
关键词：
post-buckling analysis; loading behaviour; non-prismatic columns; inverse method;
D O I：
10.1016/j.ijnonlinmec.2004.05.014
中图分类号：
O3 [力学];
学科分类号：
08 ; 0801 ;
摘要：
The paper shows the effects of behaviour of loading during the buckling process on the value of critical force and initial stability of post-buckling path for elastic, non-prismatic columns. Perturbation method combined with Croll's manoeuvre makes it possible to derive general formulae for the first or the second correction of the force, and hence to analyze stability in the post-buckling range. The effects of behaviour of active and reactive forces may be essential: in numerous examples the boundary values of structural parameters separating stability and instability are evaluated. Pre-buckling geometry changes are analyzed as well. (C) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码：445 / 463
页数：19
相关论文
共 50 条
  • [1] FLEXURAL BUCKLING BEHAVIOUR OF NON-PRISMATIC COLUMNS
    Marques, L.
    Simoes Da Silva, L.
    Greiner, R.
    Rebelo, C.
    Proceedings of the 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 2011, : 563 - 569
  • [2] Post-buckling analysis of microscale non-prismatic beams subjected to bilateral walls
    Borchani, Wassim
    Jiao, Pengcheng
    Borcheni, Ilhem
    Lajnef, Nizar
    EXTREME MECHANICS LETTERS, 2018, 21 : 82 - 89
  • [3] Buckling and Post-buckling Behaviour of Prismatic Aluminium Columns Submitted to a Series of Compressive Loads
    A. Ziółkowski
    S. Imiełowski
    Experimental Mechanics , 2011, 51 : 1335 - 1345
  • [4] Buckling analysis of non-prismatic columns: A rigid multibody approach
    Nikolic, Aleksandar
    Salinic, Slavisa
    ENGINEERING STRUCTURES, 2017, 143 : 511 - 521
  • [5] Buckling and Post-buckling Behaviour of Prismatic Aluminium Columns Submitted to a Series of Compressive Loads
    Ziolkowski, A.
    Imieowski, S.
    EXPERIMENTAL MECHANICS, 2011, 51 (08) : 1335 - 1345
  • [6] Buckling analysis of non-prismatic columns based on modified vibration modes
    Rahai, A. R.
    Kazemi, S.
    COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2008, 13 (08) : 1721 - 1735
  • [7] An energy harvesting solution based on the post-buckling response of non-prismatic slender beams
    Jiao, Pengcheng
    Borchani, Wassim
    Hasni, Hassene
    Alavi, Amir. H.
    Lajnef, Nizar
    SMART MATERIALS AND NONDESTRUCTIVE EVALUATION FOR ENERGY SYSTEMS 2017, 2017, 10171
  • [8] POST-BUCKLING BEHAVIOUR OF STRUCTURES UNDER COMBINED LOADING
    HUSEYIN, K
    ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1971, 51 (03): : 177 - &
  • [9] Critical load for buckling of non-prismatic columns under self-weight and tip force
    Wei, D. J.
    Yan, S. X.
    Zhang, Z. P.
    Li, X. -F.
    MECHANICS RESEARCH COMMUNICATIONS, 2010, 37 (06) : 554 - 558
  • [10] Post-buckling behaviour of prestressed steel stayed columns
    Saito, Daisuke
    Wadee, M. Ahmer
    ENGINEERING STRUCTURES, 2008, 30 (05) : 1224 - 1239
12345