Skip to main content
Log in

Natural structural shapes for shells of revolution in the membrane theory of shells

  • Originals
  • Published:
Structural optimization Aims and scope Submit manuscript

Abstract

Natural Structural Shapes are derived for axisymmetrically loaded shells of revolution within the membrane theory of shells. The concept of natural structural shapes is based on the simultaneous minimization of the mass and the strain energy of the loaded structure, a multicriteria optimization problem with Edgeworth-Pareto optimality as the basic optimality concept. The problem is formulated as a multicriteria control problem and necessary conditions for arbitrary loading and boundary are derived. Exact and numerical results are obtained for both the case of uniform pressure and that of a ring load with zero surface loads.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Brown, E.H. 1962: The minimum weight design of closed shells of revolution.Quart. J. Mech. Appl. Math. 15, 109–128

    Google Scholar 

  • Flügge, W. 1962:Stresses in shells (second printing). Berlin, Heidelberg, New York: Springer

    Google Scholar 

  • Illert, C.R. 1983: The mathematics of gnomic seashells.Mathematical Biosciences 63, 21–56

    Google Scholar 

  • Jean, R.V. 1984:Mathematical approach to pattern and form in plant growth. New York: John Wiley & Sons

    Google Scholar 

  • McMahon, T. 1973: Size and shape in biology.Science 179, 1201–1204

    Google Scholar 

  • Niordson, F.I.; Pedersen, P. 1973: A review of optimal structural design. In: Becker, E.; Mikhailov, G.K. (eds.)Proc. thirteenth international congress of theoretical and applied mechanics (held in Moscow), pp. 264–278. Berlin, Heidelberg, New York: Springer

    Google Scholar 

  • Olhoff, N. 1976: A survey of the optimal design of vibrating structural elements, Part I: Theory.Shock Vibr. Digest 8, 3–10

    Google Scholar 

  • Sheu, C.Y.; Prager, W. 1968: Recent developments in optimal structural design.Appl. Mech. Rev. 21, 10, 985–992

    Google Scholar 

  • Stadler, W. 1981: Stability implications and the equivalence of stability and optimality conditions in the optimal design of uniform arches. In: Atrek, E.; Gallagher, R.H. (eds.)Proc. international symposium on optimum structural design (held in Tucson), pp. 3.3–3.10, Tucson: Univ. Arizona

    Google Scholar 

  • Stadler, W. 1983: Natural structural shapes in shell theory (working paper). Presented at the Euromech Colloquium 165 in Munich, West Germany, May 17–20

  • Stadler, W. 1983: Stability of the natural shapes of sinusoidally loaded uniform shallow arches.Quart. J. Mech. Appl. Math. 36, 365–386

    Google Scholar 

  • Stadler, W. 1986: Non-existence of solutions in optimal structural design.Opt. Control Appl. Meth. 7, 243–258

    Google Scholar 

  • Stadler, W. 1988: Natural structural shapes (a unified optimal design philosophy). In: Stadler, W. (ed.)Applications of multicriteria optimization in engineering and in the sciences. New York: Plenum Press

    Google Scholar 

  • Thompson, D'Arcy, W. 1917: On growth and form. Cambridge: Cambridge University Press

    Google Scholar 

  • Wasiutynski, Z.; Brandt, A. 1963: The present state of the art in the field of optimum design of structures.Appl. Mech. Rev. 16, 341–350

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Rights and permissions

Reprints and permissions

About this article

Cite this article

Stadler, W., Krishnan, V. Natural structural shapes for shells of revolution in the membrane theory of shells. Structural Optimization 1, 19–27 (1989). https://doi.org/10.1007/BF01743806

Download citation

  • Received:

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF01743806

Keywords

Navigation