Local-Overall Flexural Interaction of Pinned-Ended Thin-Walled I-Section Columns
نویسندگان
چکیده
منابع مشابه
Local, 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: Applied Mechanics and Materials
سال: 2014
ISSN: 1662-7482
DOI: 10.4028/www.scientific.net/amm.564.444