Correction to my paper “A strain energy derivation of the torsional-flexural buckling loads of straight columns of thin-walled open sections”
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15 صفحه اولLocal, Distortional, and Euler Buckling of Thin-Walled Columns
Open cross-section, thin-walled, cold-formed steel columns have at least three competing buckling modes: local, distortional, and Euler ~i.e., flexural or flexural-torsional! buckling. Closed-form prediction of the buckling stress in the local mode, including interaction of the connected elements, and the distortional mode, including consideration of the elastic and geometric stiffness at the w...
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ژورنال
عنوان ژورنال: Quarterly of Applied Mathematics
سال: 1944
ISSN: 0033-569X,1552-4485
DOI: 10.1090/qam/99604