Elastic Critical Force for Torsional-Flexural Buckling of Metal Members with Mono-Symmetric Cross-Sections

Michal Kovac

doi:10.4028/www.scientific.net/AMM.769.36

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 769Elastic Critical Force for Torsional-Flexural...

Elastic Critical Force for Torsional-Flexural Buckling of Metal Members with Mono-Symmetric Cross-Sections

Abstract:

The paper deals with torsional-flexural buckling of thin-walled metal members with mono-symmetric open cross-sections and with various torsional and flexural boundary conditions. An approximate method, which is located in recent norms, for calculation of critical forces of such member cases are focused on. For chosen type of mono-symmetric open cross-section a parametric study of critical forces by the approximate method and by as a reference taken FEM method are performed.

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Periodical:

Applied Mechanics and Materials (Volume 769)

Pages:

36-42

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.769.36

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Online since:

June 2015

Authors:

Michal Kovac*

Keywords:

Approximate Method, Elastic Critical Force, Mono-Symmetric Open Cross-Section, Thin-Walled Metal Member, Torsional-Flexural Buckling

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* - Corresponding Author

References

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