Static shakedown theorems in piecewise linearized poroplasticity

DOI10.1007/s004190050194zbMath0939.74057OpenAlexW2063585060MaRDI QIDQ1291889

Giuseppe Cocchetti, Giulio Maier

Publication date: 12 July 2000

Published in: Archive of Applied Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s004190050194

zbMATH Keywords

linear programminglower boundfully saturated two-phase solidmultifield finite element modelnonhardening poroelastoplastic materialpiecewise linearized yield locistatic Melan's approachsufficient and necessary conditions for shakedown

Mathematics Subject Classification ID

Inhomogeneity in solid mechanics (74E05) Anelastic fracture and damage (74R20)

Related Items (4)

Limit load and shakedown analysis of plastic structures under stochastic uncertainty ⋮ Complementarity problems in structural engineering: an overview ⋮ A direct method to predict cyclic steady states of elastoplastic structures ⋮ Shakedown analysis for porous materials

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