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FREQUENCY RESPONSE FUNCTION                                            313

             Appendix: Dynamic Response of Stationary Blade in
             Turbulent Wind


             A5.1    Introduction

             As described in Chapter 2, the turbulent wind contains wind speed fluctuations
             over a wide range of frequencies, as described by the power spectrum. Although
             the bulk of the turbulent energy is normally at frequencies much lower than the
             blade first mode out-of-plane frequency, which is typically over 1 Hz, the fraction
             close to the first mode frequency will excite resonant blade oscillations. This
             appendix describes the method by which the resonant response may be determined.
             Working in the frequency domain, expressions for the standard deviations of both
             the tip displacement and root bending moment responses are derived, and then the
             method of deriving the peak value in a given period is described. Initially the wind
             is assumed to be perfectly correlated along the blade, but subsequently the
             treatment is extended to include the effect of spatial variation.




             A5.2    Frequency Response Function


             A5.2.1 Equation of motion

             The dynamic response of a cantilever blade to the fluctuating aerodynamic loads
             upon it is most conveniently investigated by means of modal analysis, in which the
             the excitations of the various different natural modes of vibration are computed
             separately and the results superposed. Thus the deflection x(r, t) at radius r is given
             by:

                                                 X
                                                 1
                                         x(r, t) ¼  f i (t)ì i (r)
                                                 i¼1


             Normally, in the case of a stationary blade, the first mode dominates and higher
             modes do not need to be considered. The equation of motion for the ith mode,
             which is derived in Section 5.8.1, is as follows:

                                                        ð R
                                €
                                        _
                                                 2
                                        f
                                f
                              m i f i (t) þ c i f i (t) þ m i ø f i (t) ¼  ì i (r)q(r, t)dr  (A5:1)
                                                 i
                                                         0
             where q(r, t) is the applied loading, f i (t) is the tip displacement, ì i (r) is the non-
             dimensional mode shape of the ith mode, normalized to give a tip displacement of
             unity, ø i is the natural frequency in radians per second, m i is the generalized mass,
             Ð                                            Ð
              R      2                                     R     2
                                                                 i
                     i
              0  m(r)ì (r)dr, and c i is the generalized damping,  0  ^ c c(r)ì (r)dr.
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