Skip to main content
Log in

Analytical approach to optimization of columns for postbuckling behaviour

  • Research paper
  • Published:
Structural and Multidisciplinary Optimization Aims and scope Submit manuscript

Abstract

The postcritical analysis performed for a structure optimized only for buckling constraints shows that the behaviour of the designed element after buckling is in many cases unstable. That should be considered as a drawback of the standard design because the applicability of such an unstable optimal structure may be questionable. Recently, the new concept of structural optimization against instability has been proposed. The postbuckling analysis is included directly in the optimization problem and the modified design is formulated. As a result, the modified optimal structure with stable behaviour after buckling is obtained. Many modified design problems for structures exposed to elastic instability have already been formulated and numerically solved. The aim of the present paper is to develop an analytical approach to optimization of columns for stable postbuckling path. A perturbation method combined with Croll’s manoeuvre makes it possible to derive general formulae for the subsequent corrections for the force and hence to analyze stability in the postbuckling range. Based on that, the analytical formulae can be obtained. The constraint imposed on the second correction of the force allows obtaining s stable postcritical designed structure locally that is in the vicinity of the critical point. The relevant optimization problem is then expressed as an isoperimetric problem of the calculus of variations. The optimizations of the Stern column and of a column loaded by a vessel containing liquid are presented as examples.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. 1993bochen93 Bochenek, B. 1993: Selected problems of numerical optimization with respect to stability constraints. In: Proc. of the World Congress on Optimal Design of Structural Systems, (held in Rio de Janeiro, 1993) pp. 3–10

  2. 1996bochen96 Bochenek, B. 1996: On postbuckling constraints in structural optimization against instability. In: Proc. of the First World Congress of Structural and Multidisciplinary Optimization. Pergamon, pp. 717–724

  3. 1997abochen97a Bochenek, B. 1997a: Optimization of geometrically nonlinear structures with respect to both buckling and postbuckling constraints. Eng. Optim.29, 401–415

  4. 1997bbochen97b Bochenek, B. 1997b: On geometrically nonlinear structures optimized against instability. In: Proc. of the Second World Congress of Structural and Multidisciplinary Optimization. pp. 37–42

  5. 1999bochen99 Bochenek, B. 1999: Optimization of columns in elastic medium for buckling and postbuckling behavior. In: Proc. of the Third World Congress of Structural and Multidisciplinary Optimization (held in Buffalo, New York). ISSMO/UBCAD/UB/AIAA, (CD-ROM, 25-SOC-6)

  6. 2003bochen02 Bochenek, B. 2003: Problems of structural optimization for post-buckling behaviour. Struct. Multidisc. Optim.25, 423–435

  7. 2001bochen01b Bochenek, B.; Bielski, J. 2001: Structural optimization for post-buckling behaviour – present and future. In: Proc. of the Fourth World Congress of Structural and Multidisciplinary Optimization (held 4–8 June 2001, Dalian). Liaoning Electronic Press

  8. 2001bochen01a Bochenek, B.; Kruzelecki, J. 2001: A new concept of optimization for postbuckling behaviour. Eng. Optim.33, 503–522

  9. 1997cardos97 Cardoso, J.B.; Sousa, L.G.; Castro, J.A.; Valido, A.J. 1997: Optimal design of nonlinear structures and mechanical systems. Eng. Optim.29, 277–291

  10. 1970gajew70 Gajewski, A.; Życzkowski, M. 1970: Optimal design of elastic columns subject to general conservative behaviour of loading. ZAMP21(5), 806–818

  11. 1988gajew88 Gajewski, A.; Życzkowski, M. 1988: Optimal Structural Design Under Stability Constraints. Dordrecht, Boston, London: Kluwer

  12. 1996godoy96 Godoy, L.A. 1996: Sensitivity of postcritical states to changes in design parameters. Int. J. Solids Struct.33(15) 2177–2192

  13. 1968korn68 Korn, G.A.; Korn, T.M. 1968: Mathematical Handbook, 2nd ed. New York: McGraw-Hill

  14. 1966leit66 Leitmann, G. 1966: An Introduction to Optimal Control. New York: McGraw-Hill

  15. 1996mroz96 Mróz, Z.; Piekarski, J. 1996: Sensitivity analysis and optimization of non-linear beam and frame structures. In: Proc. of the First World Congress of Structural and Multidisciplinary Optimization. pp. 709–716

  16. 1998mroz98 Mróz, Z.; Piekarski, J. 1998: Sensitivity analysis and optimal design of non-linear structures Int. J. Numer. Meth. Eng.42, 1231–1262

  17. 1996perry96 Perry, C.A.; Gürdal, Z. 1996: Design trends of minimum-weight blade-stiffened composite panel for postbuckling response. In: Proc. of the First World Congress of Structural and Multidisciplinary Optimization. pp. 733–740

  18. 1996pietrz96 Pietrzak, J. 1996: An alternative approach to optimization of structures prone to instability. Struct. Optim.11, 88–94

  19. 2001sorok01 Sorokin, S.V.; Terentiev, A.V. 2001: On the optimal design of the shape of a buckled elastic beam. Struct. Multidisc. Optim.21, 60–68

  20. 1999sousa99 Sousa, L.G.; Valido, A.J.; Cardoso, J.B. 1999: Optimal design of elastic-plastic structures with post-critical behaviour. Struct. Optim.17, 147–154

  21. 1979stern Stern, J. 1979: Der Gelenkstab bei grossen elastischen Verformungen. Ing. Arch.48(3), 173–184

  22. 1971tolle71 Tolle, H. 1971: Optimierungsverfahren. Berlin Heidelberg New York: Springer

  23. 2004zyczk04 Życzkowski, M. 2004: Post-buckling analysis of non-prismatic columns under general behaviour of loading. Int. J. Non-Linear Mech. (in press)

  24. 1971zyczk71 Życzkowski, M.; Gajewski, A. 1971: Optimal structural design in non-conservative problems of elastic stability, in Instability of continuous systems. In: IUTAM Symposium, Herrenalb 1969). Berlin Heidelberg New York: Springer, pp. 295–301

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to B. Bochenek.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Bochenek, B., Życzkowski, M. Analytical approach to optimization of columns for postbuckling behaviour. Struct Multidisc Optim 28, 252–261 (2004). https://doi.org/10.1007/s00158-004-0421-0

Download citation

  • Received:

  • Revised:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00158-004-0421-0

Keywords

Navigation