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Stability of Thin-Walled Channel Beams with Orthotropic Flanges

Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper is devoted to a cold-formed, thin-walled channel beam. The appropriately shaped anges are orthotropic structures. The mathematical model of the beam has been described. Geometrical properties of the cross section have been derived, and critical stresses of global buckling have been calculated. Two cases are considered: the problem of lateral buckling (the beam under pure bending) and the problem of global buckling (the beam under compression). The study of global buckling includes exural and torsional buckling. The numerical model of the beam has also been formulated. The critical loads have been analytically and numerically (with the use of FEM - finite strip method) calculated. The obtained results have been compared and presented in Figures and Tables.
Rocznik
Strony
141--155
Opis fizyczny
Bibliogr. 15 poz.
Twórcy
  • Institute of Mathematics PoznańUniversity of Technology ul. Piotrowo 3a, 60-965 Pozna, Poland
autor
Bibliografia
  • [1] Vlasov, V. Z.: Thin-walled elastic bars, Fizmatgiz, Moscow, 1st ed. (in Russian), 1940.
  • [2] Bleich, F.: Buckling strength of metal structures, McGraw-Hill, New York, 1952.
  • [3] Timoshenko, S. P. and Gere, J. M.: Theory of elastic stability, McGraw-Hill Book Co., New York, 1961.
  • [4] Murray, N. W.: Introduction to the theory of thin-walled structures, Clarendon Press, Oxford, 1986.
  • [5] Bażant, Z. P. and Cedolin, L.: Stability of structures, Oxford University Press, New York, Oxford, 1991.
  • [6] Weiss, S. and Giżejowski, M.: Stability of metal constructions, Arkady, Warsaw, (in Polish), 1991.
  • [7] Trahair, N. S.: Flexural-torsional buckling of structures, F&FN Spon, an imprint of Chapman & Hall, London, 1993.
  • [8] Rasmussen, K. J. R.: Bifurcation of locally buckled members, Thin-Walled Structures, 28(2), 117-154, 1997.
  • [9] Hancock, G. J.: Local, distortional, and lateral buckling of I-beams, Journal of the Structural Division, 104(11), ASCE, 1787-1798, 1978.
  • [10] Papangelis, J. P. and Hancock, G. J.: Computer Analysis of Thin-Walled Structural Members, Computers and Structures, 56(1), 157-176, 1995.
  • [11] Put, B. M., Pi Youg-Lin and Trahair, N. S.: Lateral buckling tests on cold-formed channel beams, Journal of Structural Engineering, 125(5), 532-539, 1999.
  • [12] Put, B. M., Pi Youg-Lin and Trahair, N. S.: Bending and torsion of cold-formed channel beams, Journal of Structural Engineering, 125(5), 540-546, 1999.
  • [13] Davies, J. M.: Recent research advances in cold-formed steel structures, Journal of Constructional Steel Research, 55(1-3), 267-288, 2000.
  • [14] Magnucki, K., Paczos, P.: Theoretical shape optimization of cold-formed thin-walled channel beams with drop anges in pure bending, Journal of Constructional Steel Research, 65(8-9), 1731-1737, 2009.
  • [15] Magnucka-Blandzi, E. and Magnucki, K.: Buckling and optimal design of cold-formed thin-walled beams: Review of selected problems, Thin-Walled Structures, 49(5), 554-561, 2011.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-af50c069-7e33-4479-a2d6-3d6fbdd9c9f2
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