On a numerical approach to shakedown analysis of structures

DOI10.1016/0045-7825(80)90053-5zbMath0444.73068OpenAlexW1989080546MaRDI QIDQ1144994

S. H. Smith

Publication date: 1980

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7825(80)90053-5

zbMATH Keywords

safety factorshakedowncyclic loading process

Mathematics Subject Classification ID

Numerical mathematical programming methods (65K05) Convex programming (90C25) Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Linear programming (90C05) Anelastic fracture and damage (74R20) Plastic materials, materials of stress-rate and internal-variable type (74C99)

Related Items

Kinematical shakedown analysis with temperature-dependent yield stress ⋮ Studies on plastic structures: stability, anisotropic hardening, cyclic loads ⋮ A numerical formulation and algorithm for limit and shakedown analysis of large-scale elastoplastic structures

Cites Work

• Extensions to the elastoplastic analysis with the Aska program system
• Direct limit analysis via rigid-plastic finite elements
• Shakedown theory in perfect elastoplasticity with associated and nonassociated flow-laws: A finite element linear programming approach
• Methods of elastoplastic analysis
• Discrete element methods for the plastic analysis of structures subjected to cyclic loading
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