Optimality conditions for shakedown design of trusses

DOI10.1007/s004660050080zbMath0849.73043OpenAlexW4247146285MaRDI QIDQ1904913

Francesco Giambanco, Luigi Palizzolo

Publication date: 7 November 1996

Published in: Computational Mechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s004660050080

zbMATH Keywords

elastic-perfectly plastic materialminimum volume designkinematical approachKuhn-Tucker equationscomputational procedure of iterative typemaximum shakedown limit load designshakedown lower bound theoremshakedown upper bound theoremstatical approach

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Anelastic fracture and damage (74R20) Optimization problems in solid mechanics (74P99)

Related Items (3)

Discrete multi-load truss sizing optimization: model analysis and computational experiments ⋮ Optimal design of steel frames accounting for buckling ⋮ Bounds on transient phase plastic deformations in optimal design of steel frames subjected to cyclic loads

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