Exact truss topology optimization: allowance for support costs and different permissible stresses in tension and compression -- extensions of a classical solution by Michell
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Publication:381730
DOI10.1007/s00158-011-0736-6zbMath1274.74387OpenAlexW2007136595MaRDI QIDQ381730
George I. N. Rozvany, 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/s00158-011-0736-6
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Topological methods for optimization problems in solid mechanics (74P15)
Related Items (5)
Different effects of economic and structural performance indexes on model construction of structural topology optimization ⋮ Comments on the authors' reply by T. Sokół\ and T. Lewiñski (2011) to a discussion by Vazquez and Cervera (2011) on their research paper ({S}okół\ and Lewiñski 2010) ⋮ On the optimality of Hemp's arch with vertical hangers ⋮ New analytical benchmarks for topology optimization and their implications. I: Bi-symmetric trusses with two point loads between supports ⋮ Exact least-volume trusses for two symmetric point loads and unequal permissible stresses in tension compression
Uses Software
Cites Work
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