Optimal tensegrity structures in bending: the discrete Michell truss

DOI10.1016/j.jfranklin.2009.10.009zbMath1298.49062OpenAlexW2039671675MaRDI QIDQ468227

Robert E. Skelton, Maurício Carvalho de Oliveira

Publication date: 6 November 2014

Published in: Journal of the Franklin Institute (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.jfranklin.2009.10.009

Mathematics Subject Classification ID

Applications of optimal control and differential games (49N90) Nonlinear constitutive equations for materials with memory (74D10)

Related Items (5)

Optimal complexity of deployable compressive structures ⋮ Michell truss design for lightweight gear bodies ⋮ An elementary exclusion principle for Michell trusses ⋮ Principal stress lines based design method of lightweight and low vibration amplitude gear web ⋮ Iterative universal rigidity

Cites Work

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• Exact analytical solutions for some popular benchmark problems in topology optimization.
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• Simultaneous static and kinematic indeterminacy of space trusses with cyclic symmetry
• Buckminster fuller's tensegrity structures and Clerk Maxwell's rules for the construction of stiff frames
• On Michell trusses
• Tensegrity Systems
• Optimum sections for given torsional and flexural rigidity
• Prestressed pin-jointed structures—Flexibility analysis and prestress design
• Michell trusses in the presence of microscale material randomness: limitation of optimality

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