Modal actuators and sensors may be used to excite or measure either single
modes or combinations of modes. In beam structures they may be implemented
using either discrete transducers or continuous, distributed transducers. T
his paper determines the transducer gains to obtain given modal responses.
For discrete transducers, when there are more transducers than modes of int
erest, this generally results an underdetermined problem. Side constraints,
either by choosing a subset of transducers, or ensuring orthogonality to h
igher modes, make use of this redundancy. For distributed transducers this
paper introduces the idea of approximating the width of the transducer usin
g the underlying finite element model shape functions. The transducers may
then be designed using a discrete model, and the shape recovered by using t
he shape functions. The side constraint of minimizing the curvature of the
transducer shape is introduced to ensure that the resulting shape is as sim
ple as possible. A clamped-clamped beam example is used to demonstrate the
effectiveness of the proposed methods, and also to demonstrate the errors i
ntroduced for non-proportionally damped structures. (C) 2001 Academic Press
.