The behaviour of simply supported rectangular symmetric cross-ply lami
nated composite Plates subjected to bidirectional bending is determine
d using an improved zig-zag displacement model. The zig-zag model is b
ased upon a layerwise cubic variation of the in-plane displacements an
d a parabolic variation of the transverse shear stresses with zero val
ues at the free surfaces. By satisfying the continuity conditions of t
he in-plane displacements and the transverse shear stresses at the int
erfaces, the number of variables is shown to be the same as that in th
e first-order shear deformation theory of Mindlin, independent of the
number of layers in the laminate. The accuracy of the model and its su
itability for use in engineering design is examined by applying it to
four established bidirectional bending problems which have been solved
by Pagano using exact elasticity theory. The numerical results indica
te that the present model predicts very accurate results for displacem
ents and stresses for symmetric cross-ply laminates, even for small le
ngth-to-thickness ratios.