Elastic Critical Axial Force for the Torsional-Flexural Buckling of Thin-Walled Metal Members: An Approximate Method

Elastic Critical Axial Force for the Torsional-Flexural Buckling of Thin-Walled Metal Members: An Approximate Method

Thin-walled centrically compressed members with non-symmetrical or mono-symmetrical cross-sections can buckle in a torsional-flexural buckling mode. Vlasov developed a system of governing differential equations of the stability of such member cases. Solving these coupled equations in an analytic way...

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Bibliographic Details
Main Author:	Kováč Michal
Format:	Article
Language:	English
Published:	Sciendo 2015-03-01
Series:	Slovak Journal of Civil Engineering
Subjects:	Torsional-flexural buckling elastic critical axial force thin-walled metal members non-symmetrical and mono-symmetrical cross-sections
Online Access:	http://www.degruyter.com/view/j/sjce.2015.23.issue-1/sjce-2015-0004/sjce-2015-0004.xml?format=INT

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