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Behaviour of Parts of Steel Frames

  • M. Iványi
Part of the CISM International Centre for Mechanical Sciences book series (CISM, volume 358)

Abstract

According to practical needs, approximate methods in stability analysis of steel structures are widely used, as information given by bifurcation theory is limited.

There are two main theories of plastic buckling, the first is based on Hencky’s deformation theory, and the second, on the Prandtl-Reuss flow theory. First two chapters deal with these theories.

The complex of strain hardening of structural steel, residual stresses caused by technology, interaction of plate and lateral-torsional buckling significantly affects the stability conditions of beam columns. Theoretical results, obtained by the energy method relying on the theory of plastic deformation, are compared with test results in Chapter 3.

In Chapter 4, experimental and theoretical investigations are shown, which permit the analysis of plastic deformation capacity of frames with regard to the interaction of strength and stability phenomena, including the effect of plate (local) buckling on the response of the whole structure.

Keywords

Residual Stress Plastic Hinge Steel Frame Local Buckling Initial Imperfection 
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.

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References

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Copyright information

© Springer-Verlag Wien 1995

Authors and Affiliations

  • M. Iványi
    • 1
  1. 1.Technical University of BudapestBudapestHungary

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