The Michell layout problem as a low volume fraction limit of the perforated plate topology optimization problem: An asymptotic study

M. P. Bendsøe, R. B. Haber

Research output: Contribution to journalArticlepeer-review

Abstract

It is shown that Michell's problem of least-weight truss layouts can be obtained by asymptotic expansion of the optimized strain and complementary energies derived for minimum compliance topology of perforated plates in plane stress.

Original languageEnglish (US)
Pages (from-to)263-267
Number of pages5
JournalStructural Optimization
Volume6
Issue number4
DOIs
StatePublished - Dec 1 1993

ASJC Scopus subject areas

  • Civil and Structural Engineering

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