The possibility of localization of a buckling pattern is investigated for a class of structures in which the initial buckling mode is periodic. A simple model indicates that the basic mechanism of localization involves a bifurcation at the maximum load point. This model also illustrates a clear analogy between localization of a buckling pattern in a structure under compressive loading and the phenomenon of necking in a bar under tensile loading. An analysis of the bifurcation that leads to localization, carried out for the more realistic structural model of a column on a softening foundation, demonstrates a delay between the maximum load point and the bifurcation point. A finite-element analysis of an elastic-plastic plate strip under axial compression shows the development of localization for a low hardening material, whereas localization does not occur in a plate made of a high hardening material for which no maximum load is reached.
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September 1980
Research Papers
On the Localization of Buckling Patterns
V. Tvergaard,
V. Tvergaard
Division of Engineering, Brown University, Providence, R. I. 02912
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A. Needleman
A. Needleman
Division of Engineering, Brown University, Providence, R. I. 02912
Search for other works by this author on:
V. Tvergaard
Division of Engineering, Brown University, Providence, R. I. 02912
A. Needleman
Division of Engineering, Brown University, Providence, R. I. 02912
J. Appl. Mech. Sep 1980, 47(3): 613-619 (7 pages)
Published Online: September 1, 1980
Article history
Received:
November 1, 1979
Revised:
February 1, 1980
Online:
July 21, 2009
Citation
Tvergaard, V., and Needleman, A. (September 1, 1980). "On the Localization of Buckling Patterns." ASME. J. Appl. Mech. September 1980; 47(3): 613–619. https://doi.org/10.1115/1.3153742
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