The natural frequencies of flexible fiberglass composite beams are con
trolled by activating optimal sets of shape memory alloy (NITINOL) wir
es which are embedded along the neutral axes of these beams. The under
lying phenomena influencing the behavior of this class of composite st
ructural members are presented. The individual contributions of the fi
berglass-resin matrix, the NITINOL wires and the shape memory effect t
o the overall performance of the composite beam are determined at diff
erent operating temperatures and initial preloads of the wires. The mo
des of vibration of the fiberglass beams are measured with and without
the NITINOL reinforcement at various operating conditions. With prope
rly designed NITINOL reinforcement, it is shown that the beams can bec
ome stiffer and less susceptible to buckling. The modes of vibrations
of the activated NITINOL-reinforced composite beams can also be shifte
d to higher frequency bands relative to those of the unactivated or un
-reinforced beams. Finite element model is developed to described the
interaction between the NITINOL wires and the fiberglass-resin matrix.
Close agreement is obtained between theoretical predictions and exper
imental results. With such tunable characteristics, the NITINOL-reinfo
rced composite beams can be effective in attenuating the vibrations in
duced by various external disturbances. (C) 1995 Academic Press Limite
d