Forming Michell truss in three-dimensions by finite element method

DOI10.1007/BF02440089zbMath1144.74363MaRDI QIDQ939830

Jun-Feng Li, Zhou, Kemin

Publication date: 1 September 2008

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

zbMATH Keywords

finite element methodstructural optimizationtopology optimizationstress constraintMichell truss

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Composite and mixture properties (74E30) Topological methods for optimization problems in solid mechanics (74P15)

Cites Work

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• Generating optimal topologies in structural design using a homogenization method
• Extended exact solutions for least-weight truss layouts. I: Cantilever with a horizontal axis of symmetry. II: Unsymmetric cantilevers
• Material optimization: bridging the gap between conceptual and preliminary design

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