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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| Format: | Article |
| Language: | English |
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Sciendo
2015-03-01
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| Series: | Slovak Journal of Civil Engineering |
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| Online Access: | http://www.degruyter.com/view/j/sjce.2015.23.issue-1/sjce-2015-0004/sjce-2015-0004.xml?format=INT |