Skip to main content

A Non-linear Theory of Thin-Walled Rods of Open Profile Deduced with Incremental Shell Equations

  • Chapter
  • First Online:
Recent Developments in the Theory of Shells

Part of the book series: Advanced Structured Materials ((STRUCTMAT,volume 110))

  • 535 Accesses

Abstract

We study the structural behaviour of rods with thin-walled open cross-sections. Such members are best known for their low torsional rigidity and extensive warping deformation when subjected to twisting. Proceeding to large deformations one needs to account for the geometrically non-linear effects in the cross-section, that affect the structural response and prevent a simple generalisation of the linear theory. We here further elaborate a novel approach that utilizes the equations of incremental shell theory to quantify these non-linear effects and incorporate them into an augmented beam theory, which is then put to test on an example of a circularly curved rod. The linear deformation analysis reveals, that arbitrarily curved and straight rods do not share the same asymptotic behaviour. The torsional-flexural buckling loads obtained with the incremental beam theory correspond well to reference computations with shell finite elements, given that subcritical pre-deformations are negligible. The narration concludes with the post-buckling analysis using shell finite elements.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 129.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 169.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Bonet, J., Wood, R.: Nonlinear Continuum Mechanics for Finite Element Analysis, 2nd edn. Cambridge (2008)

    Google Scholar 

  2. Ciarlet, P.: An introduction to differential geometry with applications to elasticity. J. Elast. 1–3, (78/79), 1–215 (2005)

    Article  Google Scholar 

  3. Eliseev, V.: Mechanics of Deformable Solid Bodies. St. Petersburg State Polytechnical University Publishing House, St. Petersburg (2006) (in Russian)

    Google Scholar 

  4. Eliseev, V., Vetyukov, Y.: Finite deformation of thin shells in the context of analytical mechanics of material surfaces. Acta Mech. 209(1–2), 43–57 (2010)

    Article  Google Scholar 

  5. Eliseev, V., Vetyukov, Y.: Theory of shells as a product of analytical technologies in elastic body mechanics. In: Pietraszkiewicz, W., Górski, J. (eds.) Shell Structures: Theory and Applications, vol. 3, pp. 81–84. CRC Press/Balkema, Taylor & Francis Group, London (2014)

    Google Scholar 

  6. Opoka, S., Pietraszkiewicz, W.: On modified displacement version of the non-linear theory of thin shells. Int. J. Solids Struct. 46(17), 3103–3110 (2009)

    Article  Google Scholar 

  7. Parkus, H.: Mechanik der festen Körper, 2 edn. Springer, Wien, New York (2005)

    Google Scholar 

  8. Pi, Y.-L., Bradford, M., Uy, B.: Nonlinear analysis of members curved in space with warping and Wagner effects. Int. J. Solids Struct. 42, 3147–3169 (2005)

    Article  Google Scholar 

  9. Pietraszkiewicz, W.: Lagrangian description and incremental formulation in the non-linear theory of thin shells. Int. J. Nonlinear Mech. 19, 115–140 (1984)

    Article  Google Scholar 

  10. Pietraszkiewicz, W.: Geometrically nonlinear theories of thin elastic shells. Adv. Mech. 12(1), 51–130 (1989)

    Google Scholar 

  11. Reismann, H.: Elastic Plates: Theory and Application. Wiley (1988)

    Google Scholar 

  12. Simitses, G.J., Hodges, D.H.: Fundamentals of Structural Stability. Elsevier, New York (2006)

    Chapter  Google Scholar 

  13. Timoshenko, S.: Theory of bending, torsion and buckling of thin-walled members of open cross-section. J. Frankl. Inst. 239(3,4,5), 201–219, 249–268, 343–361 (1945)

    Article  Google Scholar 

  14. Timoshenko, S., Gere, J.: Theory of Elastic Stability, 2nd edn. McGraw-Hill, New-York (1961) (ch. 5)

    Google Scholar 

  15. Timoshenko, S., Woinowsky-Krieger, S.: Theory of Plates and Shells, 2nd edn. McGraw-Hill (1959)

    Google Scholar 

  16. Vetyukov, Y.: Direct approach to elastic deformations and stability of thin-walled rods of open profile. Acta Mech. 200(3–4), 167–176 (2008)

    Article  Google Scholar 

  17. Vetyukov, Y.: The theory of thin-walled rods of open profile as a result of asymptotic splitting in the problem of deformation of a noncircular cylindrical shell. J. Elast. 98(2), 141–158 (2010)

    Article  Google Scholar 

  18. Vetyukov, Y.: Finite element modeling of Kirchhoff-Love shells as smooth material surfaces. ZAMM 94(1–2), 150–163 (2014)

    Article  Google Scholar 

  19. Vetyukov, Y.: Nonlinear Mechanics of Thin-Walled Structures. Direct Approach and Numerical Analysis. Foundations of Engineering Mechanics. Springer, Vienna, Asymptotics (2014)

    Google Scholar 

  20. Vetyukov, Y., Eliseev, V.: Elastic deformations and stability of equilibrium of thin-walled rods of open profile (in Russian). Scientific and Technical Bulletin of St. Petersburg State Polytechnical University 1, pp. 49–53 (2007)

    Google Scholar 

  21. Vlasov, V.: Thin-Walled Elastic Beams, 2nd edn. Israel Program for Scientific Translations, Jerusalem (1961)

    Google Scholar 

  22. Wagner, H.: Verdrehung und Knickung von offenen Profilen (Torsion and buckling of open sections). NACA Technical Memorandum No. 807, Washington, DC (1936)

    Google Scholar 

  23. Ziegler, F.: Mechanics of Solids and Fluids, 2nd edn. Mechanical Engineering Series. Springer, Vienna, New-York (1995)

    Chapter  Google Scholar 

  24. Ziegler, H.: Principles of Structural Stability, 2nd edn. Birkhäuser (1977)

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jakob Scheidl .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2019 Springer Nature Switzerland AG

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Scheidl, J., Vetyukov, Y. (2019). A Non-linear Theory of Thin-Walled Rods of Open Profile Deduced with Incremental Shell Equations. In: Altenbach, H., Chróścielewski, J., Eremeyev, V., Wiśniewski, K. (eds) Recent Developments in the Theory of Shells . Advanced Structured Materials, vol 110. Springer, Cham. https://doi.org/10.1007/978-3-030-17747-8_28

Download citation

Publish with us

Policies and ethics