Influence of the distortional-lateral buckling mode on the interactive buckling of short channels

Author:

Kołakowski Zbigniew,Urbaniak Mariusz

Funder

National Centre for Science, Poland

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. Flexural buckling of simply-supported thin-walled columns with consideration of membrane shear deformations: analytical solutions based on shell model;Adany;Thin-Walled Struct.,2014

2. S.AdanyN.SilvestreB.W.SchaferD.Camotim, Buckling mode identification of thin-walled members: A comparison between cFSM and GBT approaches. Rasmussen K., Wilkinson T. (Eds. in: )Proceedings of the 5th InternationalConference on Coupled Instabilities in Metal Structures, Vol. 2, The University of Sydney, Australia, CIMS249-256, 2008.

3. Buckling mode decomposition of single-branched open cross-section members via finite strip method: derivation;Adany;Thin-Walled Struct.,2006

4. Buckling mode decomposition of single-branched open cross-section members via finite strip method: application and examples;Adany;Thin-Walled Struct.,2006

5. C.BasagliaD.CamotimN.Silvestre, GBT-based analysis of the global buckling behaviour of thin-walled steel frames subjected to arbitrary loadings. in: Proceedings of the 5th InternationalConference on Advances in Steel Structures, Vol. 3, Singapore, 5–7 December309-315, 2007.

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