Torsion Tests of Stiffened Circular Cylinders
Description:
"The design of curved sheet panels to resist shear involves a consideration of several factors: the buckling resistance of the sheet, the stress at which buckling becomes permanent, and the strength which may be developed beyond the buckling limit by tension-field action. Although some experimental as well as theoretical work has been done on the buckling and tension-field phases of this problem, neither of these types of action appears to be very well understood. This report presents the resul…
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Date:
May 1944
Creator:
Moore, R. L. & Wescoat, C.
Partner:
UNT Libraries Government Documents Department