Symmetry limit theory for elastic-perfectly plastic continua in the shakedown region-Reference-Cited by-同舟云学术

Symmetry limit theory for elastic-perfectly plastic continua in the shakedown region

Published:2000-10 Issue:10 Volume:48 Page:2035-2056
ISSN:0022-5096
Container-title:Journal of the Mechanics and Physics of Solids
language:en
Short-container-title:Journal of the Mechanics and Physics of Solids

Author:

Uetani K.,Kobayashi M.,Araki Y.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Reference15 articles.

1. A unified formulation of statical shakedown criteria for geometrically nonlinear problems;Gross-Weege;Int. J. Plasticity,1990

2. Koiter, W.T., 1960, General theorems for elastic-plastic structures. In: Sneddon, I.N., Hill, R. (Eds.), Progress in Solid Mechanics, vol. 1, North Holland, Amsterdam, pp. 167–221.

3. Shakedown of Elastic-Plastic Structures;König,1987

4. A shakedown matrix theory allowing for workhardening and second-order geometric effects;Maier,1972

5. Interaction buckling-progressive deformation;Nguyen;Nucl. Engng. Des.,1983

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