On the solution of the three forces problem and its application in optimal designing of a class of symmetric plane frameworks of least weight

  • Authors:
  • Mariano Vázquez Espí;Jaime Cervera Bravo

  • Affiliations:
  • CIMNE--International Center for Numerical Methods in Engineering, Barcelona, España 08034;Departamento de Estructuras de Edificación, Universidad Politécnica de Madrid, Escuela Técnica Superior de Arquitectura, Madrid, España 28040

  • Venue:
  • Structural and Multidisciplinary Optimization
  • Year:
  • 2011

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Abstract

The details of the Theorem of Michell are examined. Some remarks are made about the quantity of structure and the Maxwell number of a framework and about the Michell optimality criterion. The two-loads bending problem is examined, comparing solutions derived from another one found by Sokół and Lewiński (Struct Multidisc Optim 42:835---853, 2010) with others obtained from simulated annealing (SA) search. The collected data suggest that the Michell theorem is a sufficient test for a framework to be optimal, but maybe no necessary. As a consequence, there could exist problems for which the theorem is useless.