The optimal shape problem in this paper is to construct plates or beams of minimal weight. The thickness u(x) is variable, but the vertical deformation y(x) should not exceed a certain threshold. The functions u and y are related to each other via the differential equation Δ(buᵖΔy) = f, see (1.2) below. We investigate under which boundary conditions on y the class of admissible thickness functions u is convex. In two out of three cases we give a positive answer, contrary to the common belief that these optimal shape problems are nonconvex. Moreover, under one type of boundary condition, the answer is different for beam and plate. Nonconvexity is shown by means of counterexamples which were found using MAPLE.

Contact details are reproduced from the original publication and may be historical.

Bernd Kawohl

Mathematisches Institut, Universität zu Köln, 50923 Köln, Germany.

Jan Lang

Mathematical Institute, Czech Academy of Sciences, Žitná 25, 115 67 Praha 1, Czech Republic

  1. E. Casas: Optimality conditions and numerical approximations for some optimal design problems. Control and Cybernetics 19 (1990) 73–91.Google Scholar
  2. E. Casas: Optimal control in coefficients of elliptic equations with state constraints. Appl. Math. Optim. 26 (1992) 21–37.https://doi.org/10.1007/BF01218394Google Scholar
  3. I. Hlaváček, F. Bock, J. Lovíšek: Optimal control of a variational inequality with applications to structural analysis I. Optimal design of a beam with unilateral supports. Appl. Math. Optim. 11 (1984) 111–143.https://doi.org/10.1007/BF01442173Google Scholar
  4. I. Hlaváček, F. Bock, J. Lovíšek: Optimal control of a variational inequality with applications to structural analysis II. Local optimization of the stress in a beam. III. Optimal design of an elastic plate. Appl. Math. Optim. 13 (1985) 117–136.https://doi.org/10.1007/BF01442202Google Scholar
  5. F. Murat: Contre-exemples pour divers problèmes où le contrôle intervient dans les coefficients. Ann. Math. Pure Appl. 112 (1977) 49–68.https://doi.org/10.1007/BF02413475Google Scholar
  6. J. Sprekels, D. Tiba: A duality type method for the design of beams, Preprint 222, Weierstraß Institut für Angew. Analysis u. Stochastik, Berlin 1996.Google Scholar
  7. W. Velte, P. Villaggio: Are the optimum problems in structural design well posed? Arch. Ration. Mech. Anal. 78 (1982) 199–211.https://doi.org/10.1007/BF00280036Google Scholar

B. Kawohl, J. Lang. “Are Some Optimal Shape Problems Convex?.” Journal of Convex Analysis 4 (1997), No. 2, 353–361. https://doi.org/10.68381/jca04020