On globally stable singular truss topologies

DOI10.1007/s00158-004-0428-6zbMath1243.74151OpenAlexW2017516567WikidataQ61816440 ScholiaQ61816440MaRDI QIDQ438486

Anton Evgrafov

Publication date: 31 July 2012

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

Full work available at URL: https://doi.org/10.1007/s00158-004-0428-6

Mathematics Subject Classification ID

Applications of mathematical programming (90C90) Bifurcation and buckling (74G60) Topological methods for optimization problems in solid mechanics (74P15)

Related Items (3)

Optimization of structures under buckling constraints using frame elements ⋮ Symmetry and asymmetry of solutions in discrete variable structural optimization ⋮ Consistent pseudo-mode informed topology optimization for structural stability applications

Cites Work

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• Stochastic structural topology optimization: discretization and penalty function approach
• Multiple-load truss topology and sizing optimization: Some properties of minimax compliance
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• An interior method for nonconvex semidefinite programs
• A new approach for the solution of singular optimum in structural topology optimization
• Stochastic structural topology optimization: existence of solutions and sensitivity analyses
• Interior Methods for Nonlinear Optimization
• Optimal design of trusses under a nonconvex global buckling constraint

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