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The ECBL approach for interactive buckling of thin-walled steel members

  • Dubina, Dan (Department of Steel Structures and Structural Mechanics, Civil Engineering and Architecture Faculty, "Politehnica" University of Timisoara)
  • 발행 : 2001.03.25

초록

Actual buckling curves are always characterised by the erosion of ideal buckling curves. In case of compact sections this erosion is due to the imperfections, while for thin-walled members, a supplementary erosion is induced by the phenomenon of coupled instabilities. The ECBL approach- Erosion of Critical Bifurcation Load - represents a practical and convenient tool to characterise the instability behaviour of thin-walled members. The present state-of-art paper describes the theoretical background of this method and the applications to cold-formed steel sections in compression and bending. Special attention is paid to the evaluation methods of erosion coefficient and to their validation. The ECBL approach can be also used to the plastic-elastic interactive buckling of thin-walled members, and the paper provides significant results on this line.

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참고문헌

  1. Al-Bermani, F.G.A. et al. (1994), "Stability of cold-formed members", Engng. Struct. 16, 386-392. https://doi.org/10.1016/0141-0296(94)90032-9
  2. Batista, E (1986), "Essais de profils C et U en acier plies a froid", Raport $n^{\circ}$ 157, Universite de Liege, Laboratoire de Stabilite des Constructions.
  3. CIDECT Report (1992), "Inventory of the research on hollow sections carried out in the stability field", Part two Databank of CIDECT Experimental Tests, 2M-92/2.
  4. Dubina, D. (1990), "A new approach to the interaction of local and overall buckling in thin-walled cold-formed compressed members - final report", Proceedings of 4th Int. Coll. on Stability of Steel Structures, Budapest, April 25-27, 412-419.
  5. Dubina, D. (1993), "Coupled instabilities in thin-walled structures: Erosion coefficient approach in overall-local buckling interaction", Commission of the European Communities, Cooperation in Science and Technology with Central and Eastern European Countries Research Report, Ref. ERB 3510PL922443, Liege.
  6. Dubina, D. et al. (1995), "Calibration of interactive buckling erosion factor via a cold-formed steel sections experimental data base", Int. Coll. on Stability of Steel Structures, Hungary, Budapest, September 21-23, II, 133-144.
  7. Dubina, D. (1996), "Coupled instabilities in bar members-General Report", Proceedings of 2nd Int. Conf. on Coupled Instabilities in Metal Structures CIMS96, Liege, September 5-7, 119-132.
  8. Dubina, D. and Ungureanu, V. (1997), "Lateral-torsional and local interactive buckling of thin-walled coldformed beams", Revue Roumain des Sciences Techniques, Mecanique Aplliquee, 42(5-6), 467-481.
  9. Dubina, D. et al. (1997), "Numerical modelling of instability phenomena of thin-walled steel members", Proceedings of 5th International Colloquium on Stability and Ductility of Steel Structures - SDSS97, Nagoya, Japan, July 29-31, 2, 755-767.
  10. Dubina, D. (1998), Part. VI: Interactive Buckling Analysis of Thin-walled Cold-formed Steel Members via Critical Load Erosion Theory in Coupled Instabilities in Metal Structures, Edited by J. Rondal, Springer- Verlag, 291-344.
  11. Dubina, D. and Ungureanu, V. (2000), "Elastic-plastic interactive buckling of thin-walled steel members", Structural Stability Research Council Annual Technical & Meeting, July 24-26, Memphis, USA.
  12. Dubina, D., Ungureanu, V. and Szabo, I. (2000), "Influence of local and sectional geometrical imperfections on the local/distortional and interactive buckling modes of cold-formed members", Proceedings of 3rd Int. Conf. on Coupled Instabilities in Metal Structures, September 14-16, Lisbon, Portugal.
  13. EUROCODE 3 (1996), Design of Steel Structures. Part 1.3: General rules. Supplementary Rules for Cold Formed Thin Gauge Members and Sheeting, ENV 1993-1-3, February.
  14. Georgescu, M. (1998), "Instability problems by thin-walled cold-formed steel members", PhD Thesis, The Politehnica University of Timisoara.
  15. Georgescu, M. and Dubina, D. (1999), "E.C.B.L. and EUROCODE 3 Annex Z based calibration procedure for buckling curves of compression steel members", Proceedings of 6th International Colloquium on Stability and Ductility of Steel Structures - SDSS'99, Timisoara, September 9-11, 501-510.
  16. Gioncu, V. et al. (1992), "Coupled instabilities in mono-symmetrical steel compression members", J. Construct. Steel Research, 21, 71-95. https://doi.org/10.1016/0143-974X(92)90020-F
  17. Gioncu, V. (1994), "General theory of coupled instabilities", Thin-Walled Structures, 19(2-4), 81-127. https://doi.org/10.1016/0263-8231(94)90024-8
  18. Hancock, G.J. et al. (1994), "Strength design curves for thin-walled sections undergoing distortional buckling", J. Construct. Steel Research 31, 169-186. https://doi.org/10.1016/0143-974X(94)90009-4
  19. Lau, S.C.W. and Hancock, G.J. (1988), "Strength tests and design methods for cold-formed channel columns undergoing distortional buckling", Research Report R579, School of Civil and Mining Engineering, University of Sydney, Australia.
  20. Lau, S.C.W. and Hancock, G. (1990), "Inelastic buckling of channel columns in the distortional mode", Thin- Walled Structures 10(1990), 59-84. https://doi.org/10.1016/0263-8231(90)90005-J
  21. Menken, G.M. et al. (1991), "Interactive buckling of beams in bending", Thin-Walled Structures 12(1991), 415-434. https://doi.org/10.1016/0263-8231(91)90043-I
  22. Murray, N.W. and Khoo, P.S. (1981), "Some basic plastic mechanisms in the local buckling of thinwalled steel structures", Int. J. Mech. Sci., 23(12), 703-713. https://doi.org/10.1016/0020-7403(81)90008-4
  23. Rondal, J. and Maquoi, R. (1979), "Formulation d'Ayrton-Perry pour le flambement des barres metalliques", Construction Métallique, 4(1979), 41-53.
  24. Schafer, B. and Pekoz, T. (1996), "Geometric imperfections and residual stresses members", Thirteenth International Speciality Conference on Cold-Formed Steel Structures, St. Louis, Missouri, USA, October 17-18, 649-664.
  25. Sfintesco, D. (1970), "Fondement experimental des curbes europeenes de flambement", Construction Metallique, 3(1970).
  26. Young, B. and Rasmunssen, K.J.R. (1995), "Compression tests of fixed-ended and pin-ended cold-formed lipped channels", Research Report R715, School of Civil and Mining Engineering, University of Sydney, Australia.

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