scientific article; zbMATH DE number 1124852

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(19970915)40:17<3163::AID-NME206>3.0.CO;2-Y" /><3163::AID-NME206>3.0.CO;2-Y 10.1002/(SICI)1097-0207(19970915)40:17<3163::AID-NME206>3.0.CO;2-YzbMath0909.73031MaRDI QIDQ4378851

Slawomir Pycko

Publication date: 7 April 1999

Title: zbMATH Open Web Interface contents unavailable due to conflicting licenses.

zbMATH Keywords

iterative procedureminimax formulationsteady-state responseoptimization conditionsMelan's theoremassociative flow rulemaximal multiplierlinear residual stress-plastic strain equationone-storey space framequasi-static shakedown loadingyield Kuhn-Tucker condition

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Finite element methods applied to problems in solid mechanics (74S05)

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Computational formulation for the asymptotic response of elastoplastic solids under cyclic loads ⋮ Finite versus small strain discrete dislocation analysis of cantilever bending of single crystals ⋮ A computational investigation of a model of single-crystal gradient thermoplasticity that accounts for the stored energy of cold work and thermal annealing

Cites Work

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• Constitutive equations for cyclic plasticity and cyclic viscoplasticity
• A nonlinear inequality, finite element approach to the direct computation of shakedown load safety factors
• Alternative approach to shakedown as a solution of a min-max problem
• Generalized variable finite element modeling and extremum theorems in stepwise holonomic elastoplasticity with internal variables
• Shakedown with nonlinear strain-hardening including structural computation using finite element method
• Steady-state flow in classical elastoplasticity: Applications to repeated rolling and sliding contact
• A min-max procedure for the shakedown analysis of skeletal structures
• Shakedown theorems for some classes of nonassociative hardening elastic-plastic material models
• Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: A finite element linear programming approach

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