New models for optimal truss topology in limit design based on unified elastic/plastic analysis

DOI10.1016/S0045-7825(96)01044-4zbMath0898.73046OpenAlexW2130795412MaRDI QIDQ1371780

J. R. Jagannatha Rao, R. Muralidhar

Publication date: 14 December 1997

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0045-7825(96)01044-4

zbMATH Keywords

stressesconvex modelcomplementary energyduality principlesmaximization of load-carrying capacity

Mathematics Subject Classification ID

Anelastic fracture and damage (74R20) Optimization problems in solid mechanics (74P99)

Related Items

Review of formulations for structural and mechanical system optimization, On the solution of a minimum weight elastoplastic problem involving displacement and complementarity constraints

Cites Work

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