A general finite element based on a first-order deformation theory is
developed to study the free vibration characteristics of laminated com
posite beams. The formulation accounts for bi-axial bending as well as
torsion. The required elastic constants are derived from a two-dimens
ional elasticity matrix. As many results are not available for bi-axia
l bending vibration of beams, the obtained numerical results are compa
red with those existing in the literature for the case of uni-axial be
nding. The predominating modes for the first eight frequencies for dif
ferent fibre orientations are presented. The numerical results given e
xplain the effects of shear deformation on various vibrational frequen
cies of angle ply laminates. The parametric study conducted brings out
the influence of beam geometry and boundary conditions on natural fre
quencies.