Response characteristics of the random motion of a bar forced by bounda^-layer turbulence are investigated experimentally for flow speeds up to a Mach number of 0.3. The experimental results are found to be in reasonably good agreement with theoretical calculations of response obtained by using a phenomenological convecting and decaying pressure correlation function for the turbulence, having parameters which are measurable and relatively easy to interpret. However, a new interpretation is placed upon statistical parameters such is the mean eddy lifetimes and sizes which specify the correlation field. Experimental and theoretical results are viewed in terms of a pole-zero diagram in the complex-frequency plane, which portrays graphically the interaction between the convecting and decaying properties of the turbulence and the bar. Because of an observed velocity and frequency dependence of the turbulent correlation lifetimes, it is found that random motion of a bar due to boundary-la}^ turbulence is controlled essentially by its transient response, independent of mode number and convection velocity. The theoretical results obtained for the bar are readily extended to a plate. Extension of the anatysis to a higher Mach-number range also is considered.
Symbolsa m , a,mr = Fourier coefficient of displacement response of the bar (plate) 0?n, Omr = Fourier coefficient of the forcing function for the bar (plate) c m , Cmr = bending wave velocity of the rath (rarth) mode of the bar (plate) f(x,t) = force function whose space-time correlations are specified h = thickness of the bar (plate) k m , kmr = eigenvalue of the rath mode of the bar (plate) l x = length of the bar (plate) l y = width of the bar (plate) m,n,r,s = positive integers p{x,y,t) = pressure / = time v = mean eddy drift velocity w(x,y,t) = displacement of the neutral plane of the bar (plate) x,y = rectangular space coordinates B = flexural rigidity of the bar (plate) E -Young's modulus for a bar F T (x,oo)= Fourier transform of the force /r(ff,0 L x = longitudinal eddy size L y = lateral eddy size M = mass per unit length of the bar (per unit area of the plate) Py(x,v,co) = Fourier transform of the pressure, PT(x,y,t)