The free vibration of sandwich beams with single and double delaminati
ons has been solved analytically without resorting to numerical approx
imations. Various assumptions for the vibration mode shapes and local
deformation at the delamination fronts have been examined. Comparison
with experiments then verifies the validity of these assumptions under
given geometry and boundary conditions. The solution for double delam
inations reveals a multitude of natural frequencies within a narrow ra
nge, resulting from both higher modes and mixed modes of vibrations.