The Buckling of Curved Tension-Field Girders
Description:
"The present paper reports on experiments made to determine the buckling load under shear of circular curved tension-field webs. The buckling load of the webs may be expressed with reference to the buckling load of the stiffeners. It is found that within the explored range the buckling load is approximately twice as great as that of the identically stiffened flat wall of equal web depth" (p. 1).
Date:
January 1938
Creator:
Limpert, G.
Partner:
UNT Libraries Government Documents Department