Exact expressions for the frequency equation and mode shapes of composite T
imoshenko beams with cantilever end conditions are derived in explicit anal
ytical form by using symbolic computation. The effect of material coupling
between the bending and torsional modes of deformation together with the ef
fects of shear deformation and rotatory inertia is taken into account when
formulating the theory (and thus it applies to a composite Timoshenko beam)
. The governing differential equations for the composite Timoshenko beam in
free vibration are solved analytically for bending displacements, bending
rotation and torsional rotations. The application of boundary conditions fo
r displacement and forces for cantilever end condition of the beam yields t
he frequency equation in determinantal form. The determinant is expanded al
gebraically, and simplified in an explicit form by extensive use of symboli
c computation. The expressions for the mode shapes are also derived in expl
icit form using symbolic computation. The method is demonstrated by an illu
strative example of a composite Timoshenko beam for which some published re
sults are available. (C) 2001 Elsevier Science Ltd. All rights reserved.