Wrinkling of Reinforced Plates Subjected to Shear Stresses
Description:
An analysis is made here of the problem of long plates with transverse stiffeners subject to shear. A typical example would be a long Wagner beam. The shear stress is calculated at which the web wrinkles and shear stress becomes a maximum. The equation is solved for both a condition of free support and rigidity of support on the edges.
Date:
January 1931
Creator:
Seydel, Edgar
Item Type:
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Partner:
UNT Libraries Government Documents Department