ELASTOPLASTIC BUCKLING OF COMPRESSION MEMBERS AS A COUPLED INSTABILITY

被引:4
|
作者
GIONCU, V
机构
[1] Building Research Institute, RO-1900 Timisoara
关键词
D O I
10.1016/0263-8231(94)90031-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the paper the author shows that plastic deformations can be considered as a bifurcational instability of the atomic lattice. Thus, the plastic buckling of a compression bar is examined like a coupled instability between the general buckling by flexural and the local buckling by plastic deformations. The modified Hunt-Burgan model is studied and an interaction relationship between the elastic buckling load and the plastic collapse load is determined. Although this relationship is obtained in an elastic field, the form corresponds to the Ayrton-Perry relationship for plastic buckling, used by Maquoi and Rondal for the analytical expressions of the ECCS buckling curves. However, one can see that the general imperfections corresponding to Eulerian buckling and local imperfection due to residual stresses have different effects, in opposition to Maquoi-Rondal relationships. A new relationship for the simple plastic buckling and coupled plastic buckling are proposed.
引用
收藏
页码:221 / 235
页数:15
相关论文
共 50 条
  • [1] Coupled local buckling strength of h-shaped members under compression
    MITSUI K.
    KUWADA R.
    Journal of Structural and Construction Engineering, 2021, 86 (782): : 619 - 629
  • [2] Elastoplastic buckling of rectangular plates in biaxial compression/tension
    Durban, D
    Zuckerman, Z
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 1999, 41 (07) : 751 - 765
  • [3] Biaxial flexural buckling of compression members
    Kuwamura H.
    Journal of Structural and Construction Engineering, 2019, 84 (762): : 1115 - 1121
  • [4] Numerical modeling in elastoplastic buckling of beams under axial compression
    Le Grognec, Philippe
    Le Van, Anh
    Revue Europeenne des Elements, 2003, 12 (7-8): : 887 - 906
  • [5] Plastic torsional buckling of cruciform compression members
    Makris, N
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 2003, 129 (06): : 689 - 696
  • [6] BASIC PROVISIONS FOR LOCAL BUCKLING ON COMPRESSION MEMBERS
    HE, BK
    CODE DIFFERENCES AROUND THE WORLD, 1989, : 17 - 22
  • [7] Elastoplastic bending buckling of Q420 eccentric compression members with double-angle combined cross-section
    Yu, Dengke
    Li, Zhengliang
    Yang, Longyu
    Yu, Zhou
    Tumu Jianzhu yu Huanjing Gongcheng/Journal of Civil, Architectural and Environmental Engineering, 2012, 34 (05): : 12 - 16
  • [8] A PRACTICAL APPROACH TO THE SPATIAL BUCKLING OF MONOSYMMETRICAL COMPRESSION MEMBERS
    BALUT, N
    THIN-WALLED STRUCTURES, 1994, 20 (1-4) : 203 - 217
  • [9] Practical approach to the spatial buckling of monosymmetrical compression members
    Balut, N.
    Thin-Walled Structures, 1994, 20 (1 -4 pt 2) : 203 - 217
  • [10] 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)