Advertisement

Buckling and Interactive Buckling of Metal Columns, Optimum Design under Stability Constraints and Code Aspects

  • J. Rondal
Conference paper
Part of the CISM International Centre for Mechanical Sciences book series (CISM, volume 379)

Abstract

The three main aims of this contribution are:
  • to extend the notions given in previous parts, which are largely based on the behaviour of carbon steel, exhibiting a stress-strain relation of a sharp-knee type, to metals showing, more generally a stress-strain relation of a round-house type and to show the influence of this σ-ε relation on stability problems with or without coupled instabilities;

  • to give an overview of the problems arising in the optimal design of members and structures exhibiting coupled instabilities;

  • to survey the main code aspects of the design of metal structures account taken of coupled instabilities and to point out new researches needed in the field of coupled instabilities of metal structures.

Keywords

Carbon Steel Duplex Stainless Steel Strength Curve Hollow Section Column Strength 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. 1.
    Alpsten, G.A.: Variations in Mechanical and Cross-Sectional Properties of Steel. Proceedings of the International Conference on Planning and Design of Tall Buildings, vol. lb, Bethlehem, August 21–26, 1972, 755–805.Google Scholar
  2. 2.
    Rilem Draft Recommendation: Tension Testing of Metallic Structural Materials for Determining Stress-Strain Relations under Monotonic and Uniaxial Tensile Loading. Materials and Structures, 23, 1990, 35–46.CrossRefGoogle Scholar
  3. 3.
    Kato, B., Aoki, H. and Yamanouchi, H.: Standardized Mathematical Expression for Stress-Strain Relations of Structural Steel under Monotonic and Uniaxial Tension Loading. Materials and Structures, 23, 1990, 47–58.CrossRefGoogle Scholar
  4. 4.
    Chajes, A., Britvec, S.J. and Winter, G.: Effects of Cold-Straining on Structural Sheet Steels. American Society of Civil Engineers, Journal of the Structural Division, vol. 89, n° ST2, April 1963, 1–32.Google Scholar
  5. 5.
    Rondal, J.: Thin-Walled Structures. Proceedings of the Second Regional Colloquium on Stability of Steel Structures, Final Report, Budapest, September 25–26, 1986, 260–285.Google Scholar
  6. 6.
    Baehre, R.: Trycktastravorav elastoplastikt material-nagrafagestallningar. Dr. Arne Johnson Ingenjorsbyra, Sweden, Report n° 16, 1966.Google Scholar
  7. 7.
    Mazzolani, F.M.: La caratterizzazione della legge v-E e l’instabilità delle colonne di alluminio. Costruzioni Metalliche, n° 3, 1972.Google Scholar
  8. 8.
    Ramberg, W. and Osgood, W.R.: Description of stress-strain curves by three parameters. NACA Technical Report, n° 902, 1943.Google Scholar
  9. 9.
    De Martino, A., Landolfo, R. and Mazzolani, F.M.: The Use of the Ramberg-Osgood Law for Materials of Round-House Type. Materials and Structures, 23, 1990, 59–67.CrossRefGoogle Scholar
  10. 10.
    Rondal, J. and Maquoi, R.: Formulations d’Ayrton-Perry pour le flambement des barres métalliques. Construction métallique, n° 4, 1979, 41–53.Google Scholar
  11. 11.
    European Committee for Standardisation: Eurocode 3 – Design of Steel Structures, Part 1.1 General Rules and Rules for Buildings. ENV 1993–1–1, Brussels, February 1992.Google Scholar
  12. 12.
    Engesser, F.: Uber die Knickfestigkeit gerader Stäbe. Zeitschr. des Arch. u. Ing. Vereins, vol. 35, Hanover, 1889.Google Scholar
  13. 13.
    Shanley, F.R.: Inelastic Column Theory. Journal of Aeronautical Science, vol. 14, n° 5, May 1947.Google Scholar
  14. 14.
    European Convention for Constructional Steelwork: European Recommendations for Aluminium Alloy Structures, ECCS, 1978.Google Scholar
  15. 15.
    Rasmussen, K.J.R. and Rondal, J. Strength Curves for Metal Columns. American Society of Civil Engineers, Journal of Structural Engineering, to be published.Google Scholar
  16. 16.
    Clarke, M.J.: Advanced Analysis of Steel Frames - Theory, Software and Applications. Chapter 6: Plastic - Zone Analysis of Frames, CRC Press London, Eds. W.F. Chen and S. Toma, 1994.Google Scholar
  17. 17.
    Bjorhovde, R.: Deterministic and Probabilistic Approaches to the Strength of Steel Columns. Ph. D. Dissertation, Lehigh University, USA, 1972.Google Scholar
  18. 18.
    Huber, A. and Beedle, L.: Residual Stress and the Compressive Strength of Steel. American Welding Journal, vol. 32, n° 12, 1954, 47–58.Google Scholar
  19. 19.
    Rasmussen, K.J.R. and Rondal, J.: An Explicit Approach to Design of Stainless Steel Columns. American Society of Civil Engineers, Journal of Structural Engineering, to be published.Google Scholar
  20. 20.
    ASCE: Specification for the Design of Cold-Formed Stainless Steel Structural Members. American Society of Civil Engineers, ANSI/ASCE-8–90, New-York, 1990.Google Scholar
  21. 21.
    Ghersi, A. and Landolfo, R. Thin-Walled Sections in Round-House Type Material - A Simulation Model. Giornate Italiane della Costruzioni in Acciaio. Riva Del Garda, 15–18 Ottobre, 1995.Google Scholar
  22. 22.
    Rondal, J.: Structural Optimization under Stability and Vibration Constraints. Part IV, Springer-Verlag, Ed. M. Zyczkowski, 1989.Google Scholar
  23. 23.
    Rondal, J.: Optimal Design under Coupled Instabilities. Thin-Walled Structures, vol. 20, n° 1–4, 1994, 309–315.CrossRefGoogle Scholar
  24. 24.
    Usami, T. and Ge, H.B.: Coupled Instability of Bar Members. Proceedings of the Second International Conference on Coupled Instabilities in Metal Structures, Liège, Belgium, September 5–7, 1996, Imperial College Press, 217–228.Google Scholar
  25. 25.
    Liew, J.Y.R., Shanmugam, N.E. and Lee, S.L.: Optimum Design of Thin-Plated Steel Box Columns. Engineering Optimization, vol. 16, 1990, 291–313.CrossRefGoogle Scholar
  26. 26.
    Shanmugam, N.E., Liew, J.Y.R. and Lee, S.L.: Optimisation of Locally Unstable Steel Box Columns. Proceedings of the International Conference on Steel and Aluminium Structures, Singapore, May 22, 24, 1991, Elsevier Applied Science, 255–264.Google Scholar
  27. 27.
    Shanmugam, N.E., Liew, J.Y.R. and Lee, S.L.: Ultimate Strength Design of Biaxially Loaded Steel Box Beam-Columns. Journal of Constructional Steel Research, vol. 26, 1993, 99–123.CrossRefGoogle Scholar
  28. 28.
    Rondal, J. and Maquoi, R.: Optimal Ranges of Beam-Columns with Square or Rectangular Hollow Sections. Proceedings of the Second Regional Colloquium on Stability of Steel Structures, Hungary, September 25–26, 1986, vol. II, 285–291.Google Scholar
  29. 29.
    Halmos, G.T.: Design for Manufacturability. Proceedings of the 5th International Conference on Cold-Formed Steel Structures, Missouri-Rolla, USA, November 1819, 1990, 727–753.Google Scholar
  30. 30.
    Seaburg, P.A. and Salmon, C.G.: Minimum Weight Design of Light Gage Steel Members. American Society of Civil Engineers. Journal of the Structural Division, vol. 97, ST1, 1971, 203–222.Google Scholar
  31. 31.
    Rondal, J. Design Criteria and Progress in Design Codes. Proceedings of the Second International Conference on Coupled Instabilities in Metal Structures, Liège, Belgium, September 5–7, 1996, Imperial College Press, 527–529.Google Scholar
  32. 32.
    CIMS’96: Proceedings of the Second International Conference on Coupled Instabilities in Metal Structures, Liège, Belgium, September 5–7, 1996, Imperial College Press, Eds. J. Rondal, D. Dubina and V. Gioncu, ISBN 1–86094–033–1.Google Scholar

Copyright information

© Springer-Verlag Wien 1998

Authors and Affiliations

  • J. Rondal
    • 1
  1. 1.University of LiègeLiègeBelgium

Personalised recommendations