Buckling Analysis for Single Wall Corrugated Fiberboard under Uniform Compression Load of Uniaxial Direction (On Fiberboard Made by Same Element to Upper and Lower Kraftliner)

摘要

Formulations of the buckling strength for the plate of single wall corrugated fiberboard [SWCF: upper liner is same element to lower] under the uniform compression load in the option- al direction were induced by Euler's buckling formula. Form those formulations formations were denoted by two type buckling as no partial buckling induced by SWCF length H, and partial buck- ling induced by the interval of joints for liner and semichemical corrugated medium (SCM).