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PIPES CONVEYING FLUID: LINEAR DYNAMICS I1             217

                                 Table 4.1  The  threshold  flow  velocity  for
                                 flutter, ucf = (M/EI)’/’ U,jL, for various values
                                 of   and for zero dissipation (Pai‘doussis & Luu
                                                 1985).

                                    (kg)        Dissipation      4
                                 182 x  lo3   Taken into account   1.13
                                   1820      Taken into account   0.935
                                    0        Taken into account   0.895
                                 Any value      Neglected        Of


              the  magnitude  of  E does  not  alter this  value  dramatically.  If, however,  the  dissipative
              forces are taken to be zero, the system loses stability at U = O+.
                Therefore, it would appear from these results that ocean mining designers and operators
              need  to  worry  about  flutter in  their  systems since, if  a small safety factor  were  added,
              U  < 1 m/s  would  be  too  small  to  live  with - especially  since,  for  the  more  realistic
              L  = 5 km, one obtains U,f  5 0.2 m/s! Furthermore, the problem is of fundamental interest
              and hence work on experimental validation started anew.
                A new  apparatus was built at McGill in  1986, shown in Figure 4.14(a). This time the
              entire pipe, hung vertically, was immersed in water in a steel tank; water was supplied at
              the top of the tank, and was forced up the hanging pipe and out of the vessel. Compressed
              air was supplied at the top of the tank to achieve higher flows, but also to conduct exper-
              iments entirely with air up-flow. Several experiments were conducted, with thicker pipes
              to postpone the buckling collapse of  Figure 4.1 l(a), and some with different-shaped inlet
              forms added,  but  the  system remained  unnervingly  stable. The experiment  was  discon-
              tinued  when,  with  ever-increasing  air-pressure  to  force  higher  water  flow  up  the  pipe,
              the  rubber  hose  leading  the  water  to  the  drain  burst  free  of  its  clamp,  spraying water
              all  over  the  laboratory  and  all  over  the  instrumentation  nearby,  and  giving  the  author
              an  unwelcome  cold  shower!  At  that  point,  the  author  was  certain  that  something  was
              wrong with the theory; for one thing, the flow into the pipe is not exactly tangential, thus
              not  replicating  in  reverse  the  outpouring jet  in  the  case  of  down-flow. However,  these
              negative results were not published,+ precisely because they were negative and not fully
              understood - which is why the tale is worth telling.
                Meanwhile,  even without experimental  verification, it was taken  for granted that  the
              Pai‘doussis & Luu flutter at infinitesimally small aspirating flow really does exist, and several
              more papers were published giving similar results [e.g. Sallstrom & Akesson (1 990)] and
              methods for suppressing the unwanted flutter [e.g. Kangaspuoskari et al. (1993)l. The only
              reference to absence ‘of any physical evidence of this phenomenon’ came out in the discus-
              sion by Dupuis & Rousselet (1991a), to which this author also contributed.


              4.3.3  Recent developments

              It was in  1995, during a visit by the author to Cambridge and upon recounting this para-
              doxial  behaviour  to  Dr D.J. Maull,  that  the  latter  recalled  reading  ‘something similar’
              in  Richard  Feynman’s  biography  (Gleick  1992).  It  turns  out  that  in  1939  or  1940,

                +At least not until  much later (Pa;idoussis 1997). when the reason  why  was much better understood.
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