Research Article
Jun 1980
Dynamic Shakedown in Elastic-Plastic Bodies
Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 3
Abstract
The shakedown problem was first formulated for quasi-static actions, i.e., in absence of inertia forces. In the last 10 yr, with reference to dynamic processes, a more general formulation of the problem has been proposed, introducing the concept of dynamic shakedown. Two basic theorems have been stated: the first corresponds to the Bleich-Melan theorem concerning quasi-static actions; the second is a generalization of Koiter's kinematic theorem. The definition and the methods for determining the safety factor for dynamic shakedown are examined; in the case of periodic actions, linear and nonlinear programming procedures can be formulated. The influence of damping is also considered. The paper is a review of the basic work done in this field, for the most part in Italy, and may form the basis for further analysis.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 3 • June 1980
Pages: 481 - 499
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© 1980 American Society of Civil Engineers.
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Published in print: Jun 1980
Published online: Feb 3, 2021
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Authors
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Giulio Ceradini, M.ASCE
Prof. of Strength of Materials; Inst. of Struct. Engrg., Faculty of Engrg., Univ. of Rome, Rome, Italy
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.