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Imperfection-sensitivity analysis by using classical and catastrophe theory methods

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Comparison of the classical methods and the tools of the catastrophe theory is presented through the imperfection-sensitivity analysis of the classical stable-symmetric bifurcation problem. Generally, classical global methods are related to a large interval, while catastrophe theory concerns the neighborhood of the critical point only, being a local method. Unfortunately, in most cases of practical problems, by using classical global methods, there can hardly be obtained analytical solutions for the multivalued imperfection-sensitivity functions and the associated highly folded imperfection-sensitivity surfaces. In this paper, an approximate solution based on the catastrophe theory is presented, in comparison with the exact solution obtained in graphical way. It will be shown that by considering the problem as an imperfect version (at a fixed imperfection) of a higher order catastrophe, a topologically good solution can be obtained in a considerably large, quasi in a nonlocal domain.
Rocznik
Strony
567--577
Opis fizyczny
Bibliogr. 8 poz., rys., wykr.
Twórcy
autor
  • Department of Structural Mechanics, Budapest University of Technology and Economics, Muegyetem rkp. 3, H 1521 Budapest, Hungary
autor
  • Department of Structural Mechanics, Budapest University of Technology and Economics, Muegyetem rkp. 3, H 1521 Budapest, Hungary
Bibliografia
  • [1] Z.P. Bazant, L. Cedolin. Stability of Structures. Elastic, Inelastic, Fracture and Damage Theories. Oxford University Press, New York, Oxford, 1991.
  • [2] Zs. Gáspár. Stability of elastic structures with the aid of the catastrophe theory. In: L. Kollár, ed., StructuralStabihty in Engineering Practice. E £ FN SPON, London, 1999.
  • [3] M. Kurutz. Modification of the structural tangent stiffness due to nonlinear configuration-dependent conservativeloading. Computer Assisted Mechanics and Engineering Sciences, 3(4): 367-388. 1996.
  • (4] M. Kurutz. Postbifurcation equilibrium paths due to nonlinear configuration-dependent conservative loading byusing nonsmooth analysis. Journal of Mechanics of Structures and Machines, 25(4): 445-476. 1997.
  • [5] M. Kurutz. Imperfection-sensitivity of the classical bifurcation models loaded by configuration-dependent devices. Journal of Mechanics of Structures and Machines, 28(1): 1-48, 2000.
  • [6] T. Poston, I.N. Stewart. Catastrophe Theory and tts Applications. Pitman, London, 1978.
  • [7] J.M.T. Thompson, G.W. Hunt. A General Theory of Elastic Stability. Wiley, London, 1973.
  • [8] JJM.T. Thompson, G.W. Hunt. Elastic Instability Phenomena. Wiley, Chichester, 1984.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB1-0006-0064
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