Formulations of elastic deflection and bending stresses for anisotropic side plates (width 350, height h=300 and thickness 5.44mm, and longitudinal coefficients
E x =291 and
E y =153 N/mm
2 in width and height directions and Poison's ratio ν
xy=0.10 for width direction strain to height direction strain) in the case of the corrugated fiberboard box shape (CFCBS) under uniform compression p
y0 were expressed using the constrain of four edges, and behaviors of deflection iv and bending stresses for its box were discussed by these formulations. w and bending normal stresses σ
bx and σ
by in width and height directions of side plates distribute symmetrically to center lines in width and height directions, and shear stress τ
bxy distributes antisymmetrically to their center lines. Maximum wm of|w| is at side edge centers in the side plate, and maximum σ
bxm of σ
bx is at side edge centers and maximum σ
bym of |σby| is at positions of
L/32 from the plate center in the width direction. And maximum τ
bxym of |τx
by| is at corners of the side plate. Ratios w (aniso) /w (iso), σ
bx (aniso) /σ
bx (iso), σ
by (aniso) /σ
by (iso) and τb
xy (aniso) /τ
bxy (iso) for the anisotropic plate to the isotropic plate (longitudinal coefficient
E =E x and Poison's ratio ν=ν
xy) are about 2, 2, 1 and 4/3 respectively.
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