Three. Inelastic Column Buckling

  1. Theodore V. Galambos and
  2. Andrea E. Surovek

Published Online: 30 MAY 2008

DOI: 10.1002/9780470261316.ch3

Structural Stability of Steel: Concepts and Applications for Structural Engineers

Structural Stability of Steel: Concepts and Applications for Structural Engineers

How to Cite

Galambos, T. V. and Surovek, A. E. (2008) Inelastic Column Buckling, in Structural Stability of Steel: Concepts and Applications for Structural Engineers, John Wiley & Sons, Inc., Hoboken, NJ, USA. doi: 10.1002/9780470261316.ch3

Publication History

  1. Published Online: 30 MAY 2008
  2. Published Print: 4 APR 2008

ISBN Information

Print ISBN: 9780470037782

Online ISBN: 9780470261316

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Keywords:

  • inelastic column buckling;
  • tangent and reduced modulus;
  • steel column buckling strength;
  • metal columns - design formulas

Summary

This chapter contains sections titled:

  • Tangent and Reduced Modulus Concepts

  • Shanley's Contribution

  • Example Illustrating the Tangent Modulus and the Reduced Modulus Concepts

  • Buckling Strength of Steel Columns

  • Illustration of the Effect of Residual Stresses on the Buckling Strength of Steel Columns

  • Effect of Initial Out-of-Straightness and Load Eccentricity

  • Design Formulas For Metal Columns

  • Summary

  • Problems