Linear dynamics of a sandwich beam (a plate of sandwich composition in one-
dimensional cylindrical bending) bearing concentrated masses and supported
by springs is described in the framework of the sixth order theory of multi
layered plates. Analysis of the influence of a single inclusion and of a pa
ir of identical inclusion upon vibrations of an infinitely long beam is per
formed by the use of the Green function method. To construct the Green func
tions, a dispersion polynomial is derived and normal modes are obtained. Pa
rameters of propagating low-frequency waves are checked against results ava
ilable in the literature. Then the Green functions for flexural and shear v
ibrations of a beam excited by a point force or a point shear moment are co
nsidered. Attention is focused on a comparison of forced vibrations of homo
geneous beams and beams bearing concentrated masses supported by springs. T
he role of interaction of dominant flexural waves with dominant shear waves
near inclusions is discussed. Conditions of localization of flexural waves
at these inhomogeneous are explored in respect of excitation parameters an
d parameters of sandwich composition. Radiated acoustic power is computed i
n the case of a homogeneous beam and in a trapped mode case to illustrate t
he importance of the localization effect for structural acoustics. (C) 2000
Academic Press.