Free, out-of-plane vibration of a rotating beam with a non-linear, elastome
ric constraint has been investigated. The elastomer is modelled as a parall
el combination of spring and damper elements. The stiffness and damping par
ameters are evaluated by using previous experimental data. The linear analy
sis is performed by two techniques, one based on a power series expansion a
nd the other based on the Rayleigh-Ritz principle. The results are found to
be in excellent agreement. In the non-linear analysis, a numerical-perturb
ation technique is applied to determine the frequency-amplitude relationshi
p. A parametric study revealing the influence of the non-linear constraint
is presented. (C) 1999 Academic Press.