Page 207 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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PIPES CONVEYING FLUID: LINEAR DYNAMICS I              189

              cases, however, it is the locus of the mode giving rise to flutter that reaches the negative
              4m(w)-axis and then crosses the origin  from instability to stability; these cases are shown
              as  dashed  lines for N  = 2  and  4 and  low  y.  This  appears to be  the usual  path  for N
              odd. although for N  = 5 and 7, over a range of y, the mode locus recrosses to instability
              (the upper curve in each case). However, for N  = 5 and large or small enough y, there
              are no crossings of the origin at all, thus leading to the finite closed curve shown in the
              figure; for N  = 3 the area of  this closed curve is simply null. Thus, in  this respect also,
              the transition from N  = 3 to higher odd values of N  may be considered to be  ‘smooth’.
                Experiments were  also conducted, similar to those  of  Benjamin’s, with  metal  tubes
              (diameter = 9.5- 12.7 mm, L 2: 0.6- 1.2 m), with connector-springs made of rubber tubing
              secured by jubilee clips, N  = 2, 3 or 4, and water as the fluid. In some cases, in order to
              increase m and hence y, the tubes were sheathed with larger diameter tubes. Typical results
              are given in  Table 3.7. In  all  the  cases in  (a) stability is  lost by  flutter, while  in  (b) it
              is lost by  divergence. The experiments in  (b) were conducted with  springs of  negligible
              stiffness, in  which case u  and  y, as defined in  (3.163) are meaningless; in  that  case, a
              new dimensionalization was made, in terms of  the Froude number, F  = U/(gL)’/2. For
              N  = 2, e = i, it is shown analytically that, for divergence, F  = &d  = 1/(28)’/2. As seen
              in the table, agreement between theory and experiment is reasonably good in  all cases.



                               2o


































              Figure 3.79  The dimensionless critical flow velocity  Ucd  for divergence and ucf  for flutter of the
              articulated cantilever for N  = 2, 3,4,8 and for the continuous system (N = 00)  as a function of B:
                   (a) for  y  = 10; (b) for y  = 100; in both cases e =  (Pafdoussis & Deksnis 1970).
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