Calculation of Centrally Loaded Thin-Walled Columns Above the Buckling Limit
Description:
"When thin-walled columns formed from flanged sheet, such as used in airplane construction, are subjected to axial load, their behavior at failure varies according to the slenderness ratio. On long columns the axis deflects laterally while the cross section form is maintained; buckling results. The respective breaking load in the elastic range is computed by Euler's formula and for the plastic range by the Engesser- Karman formula. Its magnitude is essentially dependent upon the length" (p. 1).
Date:
April 1945
Creator:
Reinitzhuber, F.
Item Type:
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