Critical Combinations of Shear ~ Transverse Direct Stress for an Infinitely Long Flat Plate with Edges Elastically Restrained against Rotation
نویسندگان
چکیده
& ekct solution and a c?osely concwring approximate energy solution are P-WI for the buckling of an infinitely long jlat p.kde under combined shear and transwse direct stre88 with edges eladically re@rained against rotation. It w found that an appreciableJractim of the critical stress in pure shear may be applied to the plate without any reduction in the transwse compressiw stres8 necessary to produce buckling. An interaction formulu in general use was shown to be decidedly con8erwtimfor the range in which it is supposed to apply.
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