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

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 focu...

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Bibliographic Details
Published inApplied Mechanics and Materials Vol. 769; no. Trends in Statics and Dynamics of Constructions; pp. 36 - 42
Main Author Kovac, Michal
Format Journal Article
LanguageEnglish
Published Zurich Trans Tech Publications Ltd 01.06.2015
Subjects
Approximation
Boundary conditions
Buckling
Cross sections
Finite element method
Mathematical analysis
Norms
Thin walled
Mono-Symmetric Open Cross-Section
Elastic Critical Force
Torsional-Flexural Buckling
Thin-Walled Metal Member
Approximate Method
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Summary: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.
Bibliography:Selected, peer reviewed papers from the 12th International Conference "New Trends in Statics and Dynamics of Buildings", October 16-17, 2014, Bratislava, Slovakia
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ISBN:3038354856
9783038354857
ISSN:1660-9336
1662-7482
1662-7482
DOI:10.4028/www.scientific.net/AMM.769.36