A variational mathematical model is developed using Hamilton's princip
le to describe the dynamics of beams fully-treated with Active Constra
ined Layer Damping (ACLD) treatments. The resulting distributed-parame
ter model is utilized in devising a globally stable boundary control s
trategy which is compatible with the operating nature of the ACLD trea
tments. The effectiveness of the ACLD in damping out the vibration of
cantilevered beams is determined for different control gains and compa
red with the performance of conventional Passive Constrained Layer Dam
ping (PCLD). The results obtained demonstrate the high damping charact
eristics of the boundary controller particularly over broad frequency
bands.