ELASTOPLASTIC BUCKLING OF COMPRESSION MEMBERS AS A COUPLED INSTABILITY

Authors
Citation
V. Gioncu, ELASTOPLASTIC BUCKLING OF COMPRESSION MEMBERS AS A COUPLED INSTABILITY, Thin-walled structures, 19(2-4), 1994, pp. 221-235
Citations number
15
Categorie Soggetti
Engineering, Civil
Journal title
ISSN journal
02638231
Volume
19
Issue
2-4
Year of publication
1994
Pages
221 - 235
Database
ISI
SICI code
0263-8231(1994)19:2-4<221:EBOCMA>2.0.ZU;2-Z
Abstract
In the paper the author shows that plastic deformations can be conside red as a bifurcational instability of the atomic lattice. Thus, the pl astic buckling of a compression bar is examined like a coupled instabi lity between the general buckling by flexural and the local buckling b y 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 obt ained in an elastic field, the form corresponds to the Ayrton-Perry re lationship for plastic buckling, used by Maquoi and Rondal for the ana lytical 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.