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Behaviour of Parts of Steel Frames

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Steel Plated Structures

Part of the book series: CISM International Centre for Mechanical Sciences ((CISM,volume 358))

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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.

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References

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Authors and Affiliations

  1. Technical University of Budapest, Budapest, Hungary

    M. Iványi

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  1. Technical University of Budapest, Hungary

    M. Iványi

  2. Czech Academy of Sciences, Czech Republic

    M. Škaloud

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Iványi, M. (1995). Behaviour of Parts of Steel Frames. In: Iványi, M., Škaloud, M. (eds) Steel Plated Structures. CISM International Centre for Mechanical Sciences, vol 358. Springer, Vienna. https://doi.org/10.1007/978-3-7091-3002-5_3

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  • DOI: https://doi.org/10.1007/978-3-7091-3002-5_3

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