Optimal design of thin-walled columns for buckling under loadings controlled by displacements

DOI10.1007/s00158-010-0489-7zbMath1274.74277OpenAlexW2027716019MaRDI QIDQ381515

Adam Stawiarski, Jacek Krużelecki

Publication date: 15 November 2013

Published in: Structural and Multidisciplinary Optimization (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s00158-010-0489-7

zbMATH Keywords

optimizationbucklingshellcolumncritical displacementwall stability

Mathematics Subject Classification ID

Bifurcation and buckling (74G60) Shells (74K25) Optimization of other properties in solid mechanics (74P10)

Related Items (4)

Optimal design of clamped columns for stability under combined axial compression and torsion ⋮ Shape optimization of thin-walled pressure vessel end closures ⋮ Buckling enhancement of laminated composite structures partially covered by piezoelectric actuators ⋮ Shape optimization of thin walled structures governed by geometrically nonlinear mechanics

Cites Work

• Optimization by Simulated Annealing
• Topology optimization for minimum mass design considering local failure constraints and contact boundary conditions
• On local buckling of thin shells
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