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On the influence of geometrical nonlinearities on the shakedown of elastic-plastic structures

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Publication:1088453
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DOI10.1016/0749-6419(86)90009-4zbMath0612.73034OpenAlexW2032440712MaRDI QIDQ1088453

Dieter Weichert

Publication date: 1986

Published in: International Journal of Plasticity (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0749-6419(86)90009-4

zbMATH Keywords

finite displacementselastic-plastic bodiesMelan theoremquasistatical shakedownvon Kármán-type plate


Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Anelastic fracture and damage (74R20)


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The shakedown load boundary of an elastic-perfectly plastic structure, Second-order cone programming approaches to static shakedown analysis in steel plasticity, Strainhardening effects in shakedown processes, Structural topology optimization of elastoplastic continuum under shakedown theory, A numerical formulation and algorithm for limit and shakedown analysis of large-scale elastoplastic structures, Modeling and computation of shakedown problems for nonlinear hardening materials, Symmetry limit theory for elastic-perfectly plastic continua in the shakedown region



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