Global optimization of minimum weight truss topology problems with stress, displacement, and local buckling constraints using branch‐and‐bound

DOI10.1002/nme.1112zbMath1075.74603OpenAlexW2050433300WikidataQ56050758 ScholiaQ56050758MaRDI QIDQ5698763

Publication date: 20 October 2005

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1112

zbMATH Keywords

global optimization topology optimization stress constraints

Mathematics Subject Classification ID

Polyhedral combinatorics, branch-and-bound, branch-and-cut (90C57) Numerical optimization and variational techniques (65K10) Topological methods for optimization problems in solid mechanics (74P15) Compliance or weight optimization in solid mechanics (74P05)

Related Items (9)

Structural optimization under uncertain loads and nodal locations ⋮ Application of the sequential parametric convex approximation method to the design of robust trusses ⋮ Discrete multi-load truss sizing optimization: model analysis and computational experiments ⋮ A new branch and bound method for a discrete truss topology design problem ⋮ On the convergence of stationary sequences in topology optimization ⋮ Benchmark Problems in Structural Optimization ⋮ A sequential parametric convex approximation method with applications to nonconvex truss topology design problems ⋮ Consistent pseudo-mode informed topology optimization for structural stability applications ⋮ Design of planar articulated mechanisms using branch and bound

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