Date: September 1, 1958
Creator: Peterson, James P & Updegraff, Richard G
Description: Thirty-four circular cylinders stiffened by heavy rings were loaded to failure in combined bending and shear with a transverse shear load. The results are presented in the form of an interaction curve which is applicable to the design of ring-stiffened cylinders that fail as a result of local buckling. (author).
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