Presented here is a theoretical study on how to use saturation phenomena to
design nonlinear vibration absorbers and how to improve their stability an
d effective frequency bandwidth. The so-called original saturation control
method uses 2:1 internal resonances and saturation phenomena to suppress st
eady-state vibrations of a dynamical system by connecting it to a second-or
der controller using quadratic position coupling terms, which do not really
suppress vibration to zero as a linear vibration absorber does. However a
linear vibration absorber uses direct position feedbacks and splits one nat
ural frequency of the original system into two and hence spill-over effects
exist when the system is subjected to broad-band and/or transient excitati
ons. Although a saturation controller does not split one natural frequency
into two, one large-amplitude nonlinear solution coexists with a small-ampl
itude linear solution: outside of the resonance area. Hence, the existence
of spillover effects depends on initial conditions. A refined nonlinear vib
ration absorber is designed by using a quadratic velocity coupling term in
the controller and adding a negative velocity feedback to the system. It is
shown that the quadratic velocity coupling term enables a saturation contr
oller to suppress system vibrations to zero. Moreover, the linear velocity
feedback enhances the capability of suppressing transient vibrations and pr
events the system from having the large-amplitude nonlinear response. Two e
quations describing the first-mode vibration of a stainless-steel beam and
a saturation controller from the authors' previous experimental work are us
ed in this theoretical study. Both perturbation and direct numerical integr
ation solutions are presented. Guidelines for designing nonlinear vibration
absorbers are derived. (C) 1999 Elsevier Science Ltd. All rights reserved.