Interaction between Local Plate Buckling and Overall Buckling in Thin-Walled Compression Members — Theories and Experiments

  • R. Maquoi
  • Ch. Massonnet
Part of the International Union of Theoretical and Applied Mechanics book series (IUTAM)

Abstract

One of the imperatives of modern steel construction is the use of thin plates and the development of more efficient shapes in order to better compete with reinforced and prestressed concrete. For hot rolled shapes, the thinness b/t of their constituting walls is such that local buckling is excluded; on the contrary, an economical use of cold rolled light-gage steel requires that local buckling of the walls be tolerated in service and thus, that design be based on effective width of these buckled elements. These work in service in the postcritical range.

Keywords

Strain Hardening Flange Clarification Hemp Terion 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    IABSE, 8th Congress, New York, 1968, Final Report, pp. 497–498.Google Scholar
  2. 2.
    Specifications for the Design of Steel Buildings. American Institute of Steel Construction, 1969.Google Scholar
  3. 3.
    Light-Gage Cold formed Steel design manual. American Iron and Steel Institute, 1962.Google Scholar
  4. 4.
    Bleich, F.: Buckling Strength of Metal Structures. McGraw-Hill 1952.Google Scholar
  5. 5.
    Baar, S.; Hick, F.: Construction Métallique. No. 3, 1972 (in French).Google Scholar
  6. 6.
    Skaloud, M.: Acta Technica, 1962, pp. 52–86.Google Scholar
  7. 7.
    Skaloud, M.; Zörnerova, M.: Acta Technica, C.S.A.V., No. 4, 1970.Google Scholar
  8. 8.
    Klöppel, K.; Schmied, R.; Schubert, J.: Der Stahlbau 35, 321 (1966); 38, 9 (1969) (in German).Google Scholar
  9. 9.
    Klöppel, K.; Schubert, J.: The Calculation of the Carrying Capacity in the Postbuckling Range of Thin-Walled Box Columns Loaded by Concentric and Excentric Compressive Force (in German). Publications of the Institute for Statics and Steel Construction, Darmstadt, 1971.Google Scholar
  10. 10.
    Bergfelt, A.: Bulletin Technique de la Suisse Romande. No. 17, 363–368 (1973) (in French).Google Scholar
  11. 11.
    Koiter, W.; Kuiken, G.: Report WTHD 23, Laboratorium voor Technische Mechanica, Delft, Mei 1971.Google Scholar
  12. 12.
    van der Neut, A.: Report VTH of the Delft University of Technology, 1968.Google Scholar
  13. 13.
    van der Neut, A.; Meijer, J.: Report VTH-160, Delft Universty of Technology, April 1970.Google Scholar
  14. 14.
    van der Neut, A.: Report VTH 172, Delft University of Technology, August 1972.Google Scholar
  15. 15.
    Thompson, J. M. T.; Lewis, G. M.: J. Mech. Phys. Solids 20, 101–109 (1972).CrossRefGoogle Scholar
  16. 16.
    Graves Smith, T. R.: Ph. D. Thesis, Cambridge University, 1966.Google Scholar
  17. 17.
    Graves Smith, T. R.: Thin Walled Steel Constructions. Symposium 1967 at Univ. Coll. Swansea. Crosby Lockwood and Son Ltd., London.Google Scholar
  18. 18.
    Graves Smith, T. R.: 8e Congrès de I’A.I.P.C. New York, 1968.Google Scholar

Copyright information

© Springer-Verlag, Berlin/Heidelberg 1976

Authors and Affiliations

  • R. Maquoi
    • 1
  • Ch. Massonnet
    • 1
  1. 1.University of LiègeBelgium

Personalised recommendations