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 framew

DOI10.1007/S00158-011-0704-1zbMath1274.74245OpenAlexW1273481924MaRDI QIDQ591527

Tomasz Lewiński, Tomasz Sokół

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/s00158-011-0704-1

zbMATH Keywords

linear programmingMichell trussesminimum weight designtopology optimization of trussesplastic layout optimization

Mathematics Subject Classification ID

Compliance or weight optimization in solid mechanics (74P05)

Related Items (1)

New analytical benchmarks for topology optimization and their implications. I: Bi-symmetric trusses with two point loads between supports

Uses Software

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Cites Work

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• On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight
• A 99 line code for discretized Michell truss optimization written in Mathematica
• On symmetry and non-uniqueness in exact topology optimization
• 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
• Michell structures formed on surfaces of revolution

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