Critical combinations of shear and transverse direct stress for an infinitely long flat plate with edges elastically restrained against rotation
Description:
Report presenting an exact solution and a closely concurring approximate energy solution for the buckling of an infinitely long flat plate under combined shear and transverse direct stress with edges elastically restrained against rotation. An appreciable fraction of the critical stress in pure shear may be applied to the plate without any reduction in the transverse compressive stress necessary to produce buckling.
Date:
January 1945
Creator:
Batdorf, S. B. & Houbolt, John C.
Partner:
UNT Libraries Government Documents Department