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.
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References
Brown, E.H. 1962: The minimum weight design of closed shells of revolution.Quart. J. Mech. Appl. Math. 15, 109–128
Flügge, W. 1962:Stresses in shells (second printing). Berlin, Heidelberg, New York: Springer
Illert, C.R. 1983: The mathematics of gnomic seashells.Mathematical Biosciences 63, 21–56
Jean, R.V. 1984:Mathematical approach to pattern and form in plant growth. New York: John Wiley & Sons
McMahon, T. 1973: Size and shape in biology.Science 179, 1201–1204
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
Olhoff, N. 1976: A survey of the optimal design of vibrating structural elements, Part I: Theory.Shock Vibr. Digest 8, 3–10
Sheu, C.Y.; Prager, W. 1968: Recent developments in optimal structural design.Appl. Mech. Rev. 21, 10, 985–992
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
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
Stadler, W. 1986: Non-existence of solutions in optimal structural design.Opt. Control Appl. Meth. 7, 243–258
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
Thompson, D'Arcy, W. 1917: On growth and form. Cambridge: Cambridge University Press
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
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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
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DOI: https://doi.org/10.1007/BF01743806