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Optimal Design of Shells of Uniform Stability Stiffened by Ribs

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The problem of optimal design of rotationally symmetrical shells of uniform stability stiffened by ribs was discussed in the current paper. The structure was modelled in ANSYS software and solved by FEM method. The formulation of uniform local stability was successfully verified by the linear buckling solution. The optimization tasks were solved numerically using the modified Particle Swarm Optimization algorithm. The critical loading multiplier was increased by determining the optimal shape of the meridian, distribution of a wall thickness in a coat of shell and the placement of ribs inside the shell.
Rocznik
Strony
37--47
Opis fizyczny
Bibliogr. 11 poz.
Twórcy
autor
  • Institute of Applied Mechanics Cracow University of Technology Warszawska 24, 31-155 Kraków, Poland
Bibliografia
  • [1] Życzkowski, M., Krużelecki, J. and Trzeciak, P.: Optimal design of rotationally symmetric shells for buckling under thermal loadings, J Theor Appl Mech, 39(2), 443- 455, 2001.
  • [2] Krużelecki, J. and Trzeciak, P.: Optimal design of axially symmetrical shells under hydrostatic pressure with respect to their stability, Struct. Multidisc. Optim., 19(2), 148-154, 2000.
  • [3] Barski, M. and Krużelecki, J.: Optimal design of shells against buckling by means of the simulated annealing method, Struct Multidisc Optim., 29, 61-72, 2005.
  • [4] Foryś, P. and Trzeciak, P.: Optimal design of shells of uniform stability by variational and hybrid PSO - spline methods, CMM-2011 - Computer Methods in Mechanics, 187-188, 2011.
  • [5] Kennedy, J. and Eberhart, R. C.: Particle Swarm Optimization, Proc. IEEE Int. Conf. On Neural Networks, 1942-1948, 1995.
  • [6] Bochenek, B. and Foryś, P.: Structural optimization for post-buckling behaviour using particle swarms, Struct Multidisc Optim., 32(6), 521-531, 2006.
  • [7] Foryś, P.: A particie swarm optimization applied to optimal design of structural elements, Czasopismo Techniczne, Mechanika, V. 4-M/2008, 5(105), 31-42, (in Polish with English summary), 2008.
  • [8] Shirshov, V. P.: Local buckling of shells, Proc. II Vses. Konf. Teorii Plastin i Obol., 314-317, (in Russian), 1962.
  • [9] Wlassow, W. S.: Allgemeine Schalentheorie und ihre Anwendung in der Technik, Berlin, Akademie-Verlag, 1958.
  • [10] Wolmir, A. S.: Stability of deformable systems, Publishing House "Nauka", Moskwa, (in Russian), 1967.
  • [11] Trzeciak, P.: Optimal design of rotationally symmetric shells of uniform stability under complex loadings, Ph. D. Thesis, Cracow University of Technology, 2006.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ad31bd18-f770-41e8-af54-7288184745f7
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