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Influence of geometrical nonlinearities on the shakedown of damaged structures

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Publication:1973719
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DOI10.1016/S0749-6419(98)00035-7zbMath0966.74066OpenAlexW2037378541WikidataQ127809362 ScholiaQ127809362MaRDI QIDQ1973719

A. Hachemi, Dieter Weichert

Publication date: 8 May 2000

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

Full work available at URL: https://doi.org/10.1016/s0749-6419(98)00035-7


zbMATH Keywords

finite strainplastic collapseelastic-plastic materialgeneralization of Melan's shakedown theoremplastic ductile damage


Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Large-strain, rate-independent theories of plasticity (including nonlinear plasticity) (74C15)


Related Items (4)

A homogenized macroscopic criterion for shakedown analysis of ductile porous media with kinematical hardening matrix ⋮ Cyclic inelastic behavior and shakedown response of a 2nd generation nickel-base single crystal superalloy under tension-torsion loadings: experiments and simulations ⋮ On shakedown theory for elastic-plastic materials and extensions ⋮ Shakedown, Integrity and Design of Elastic Plastic Damaged Structures as Subjected to Cyclic Loading







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