Skip to main content

Generalization of the Ayrton-Perry Formula Based Method for Lateral-Torsional Buckling of Members

  • Conference paper

Abstract

Nowadays, one of the most controversial topics of the Eurocode standards is the lateral-torsional buckling (LTB) of bended beams. In this paper a novel method is introduced for LTB of members, based on the Ayrton-Perry formula. The validity of this method is examined for beams with different boundary conditions (e.g. prevented end-warp) and load distributions (e.g. triangular bending).

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

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   169.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD   219.99
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

Learn about institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Badari, B., Papp, F.: Calibration of the Ayrton-Perry resistance formula for lateral-torsional buckling of beams with prevented end-warp. In: Proceedings of the First International Conference for PhD Students in Civil Engineering, pp. 103–110 (2012)

    Google Scholar 

  • Bijlaard, F., Feldmann, M., Naumes, J., Sedlacek, G.: The ”general method” for assessing the out-of-plane stability of structural members and frames and the comparison with alternative rules in EN 1993 - Eurocode 3 - Part 1-1. Steel Construction 3, 1–15 (2010)

    Article  Google Scholar 

  • Eurocode 3: Design of steel structures – Part 1-1. General rules and rules for buildings (2005)

    Google Scholar 

  • Szalai, J., Papp, F.: On the theoretical background of the generalization of Ayrton-Perry type resistance formulas. Journal of Constructional Steel Research 66, 670–679 (2010)

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Bettina Badari .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2013 Springer-Verlag Berlin Heidelberg

About this paper

Cite this paper

Badari, B., Papp, F. (2013). Generalization of the Ayrton-Perry Formula Based Method for Lateral-Torsional Buckling of Members. In: Jármai, K., Farkas, J. (eds) Design, Fabrication and Economy of Metal Structures. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-36691-8_27

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-36691-8_27

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-36690-1

  • Online ISBN: 978-3-642-36691-8

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics