The dynamics of a beam treated with an unconstrained damping layer are
investigated. The damping layer is applied either uniformly or in a d
istributed fashion. The effect of the distributed damping layer treatm
ent on the dynamic displacement and the stresses are studied. The beam
is subjected to a point harmonic excitation at the first three natura
l frequencies. It is found that the use of a distributed layer damping
treatment can reduce the requirement of added material considerably.
Or, in other words, a considerable amount of reduction in the dynamic
stresses and the dynamic displacements can be obtained for the same am
ount of added damping layer material. (C) 1996 Academic Press Limited