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PIPES CONVEYING FLUID: LINEAR DYNAMICS  I1             259

             a region (albeit a very thin one) where the steady-flow flutter may be suppressed by  flow
             pulsation. In Figure 4.34(b), whereas the parametric resonances almost fill the plane, there
              is quite a wide region where divergence is eliminated by pulsation.





























                  0     0.2    0.4   0.6   0.8    1 .o   ”  0   0.2   0.4   0.6   0.8   1.0
              (a)                 P                  (b)              P
             Figure 4.34  Regions of simple parametric (hatched) and combination  (dotted) resonances for an
             articulated system with (a) 3 = 0.25 at U = 1.O5Ucf,  and (b) B = 1, U  = 1.05&  (Bohn & Henmann
                                                19744.


               A  continuously  flexible cantilevered  system, modified by  translational  and  rotational
              spring supports at the downstream end  [Figure 3.61(c)], is analysed for parametric reso-
             nances  by  Noah  & Hopkins  (1980) - see  Section 3.6.2 for the  steady-flow dynamics.
             Typical results  in  Figure 4.35  show  that,  as  for  steady  flow, the  dynamics  is  interme-
             diate between those for a cantilevered pipe and one with both ends supported, but more
             complex  than  either,  and depends  in  an  a priori  unpredictable  manner  on  the  stiffness
             of  the translational  spring  (K) and the rotational  one  (K*).  Of  particular  importance are
             that  (a) parametric  resonances  related  to  the  first mode can  relatively easily be excited
             for some combinations of  K  and  K*,  and (b) both  sum- and difference-type combination
             resonances can arise in this case - both explainable in terms of  the hybrid free but not
             totally  free downstream end.
               Finally, the analysis has also been extended to deal with periodically  supported pipes
             by  Singh & Mallik (1979), both by  Bolotin’s method and by  a  ‘wave approach’, which
             is particularly useful for pipes with a large number of  spans and which is based on their
             earlier work with such pipes in steady flow (Singh & Mallik  1977). Unfortunately,  their
             equations  contain  the  same  error  as in  Chen’s  work,  referred  to  in  the  foregoing,  and
             hence the results are quantitatively flawed, as are some of  their conclusions - e.g. their
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