On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight: discussion on the Michell class concept

DOI10.1007/S00158-011-0702-3zbMath1274.74250OpenAlexW181752176MaRDI QIDQ381669

Mariano Vázquez Espí, Jaime Cervera Bravo

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/s00158-011-0702-3

zbMATH Keywords

simulated annealingbenchmark solutionsMichell trussesminimum weight design

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Compliance or weight optimization in solid mechanics (74P05)

Related Items (2)

Exact truss topology optimization: allowance for support costs and different permissible stresses in tension and compression -- extensions of a classical solution by Michell ⋮ Optimal design of a class of symmetric plane frameworks of least weight: reply to the paper: Vázquez Espí\ and Cervera Bravo (2011) on the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight. Discussion on the Michell class concept

Cites Work

• On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight
• On symmetry and non-uniqueness in exact topology optimization

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