The present investigation examines a simple fluid-structure interaction pro
blem, which is represented by the unsteady response of an airfoil/blade to
a Karman vortex street in an inviscid uniform how. Two different cases were
examined; one with a rigid airfoil/blade, where the structural stiffness i
s infinite, another with an elastic blade. In both cases, the how remains a
ttached to the airfoil/blade surface. A time-marching technique solving the
Euler equations and a two-degree-of-freedom structural dynamic model is us
ed to examine the interactions between the fluid and the structure. The int
eractions between the convected vortices and the structure modify the shed
wake whose energy, in turn, feeds into the forces and moments acting on the
structure. For a rigid airfoil/blade, it is found that the amplitude of th
e aerodynamic response is not proportional to the density of the oncoming v
ortex street, but depends on c/d, the ratio of the chord length (c) to the
axial spacing (d) of the convected vortices. When the number of vortices pe
r unit length is increased, the amplitudes of the aerodynamic response incr
ease and then decrease even though the density of the vorticity keeps incre
asing and so is the energy of the excitation wake. Maxima are observed at c
/d = 0.5, 1.5 and 2.5. This behaviour is analogous to the structural resona
nce phenomenon and is labeled "aerodynamic resonance". The existence of suc
h an "aerodynamic resonance" is important to turbomachinery applications wh
ere the blade is elastic, the how is unsteady and the shed vortices from th
e previous row are convected downstream by the mean flow. Thus, "aerodynami
c resonance" alone or in conjunction with structural resonance could impact
negatively on the fatigue life of turbine blades and their combined effect
s should be accounted for in blade design. A preliminary attempt to assess
this impact has been carried out. It is found that the relative fatigue lif
e of a blade could be reduced by four orders of magnitude as a result. (C)
1999 Academic Press.