The creation and propagation of oscillations in a model for the dynamics of
fine structure under viscoelastic damping
u(tt) = (u(x)(3) - u(x))(x) + betau(xxt) - alphau, alpha greater than or eq
ual to 0, beta > 0
is studied. It is shown that oscillations in the velocity u(t) are lost imm
ediately as time evolves, while oscillations in the initial strain u(x) can
not be created, and they persist for all time if initially present. Uniquen
ess of generalized solutions (Young measures) is obtained, and a characteri
zation of these Young measures is provided in the case of periodic modulate
d initial data.