Page 252 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
P. 252

PIPES CONVEYING FLUID: LINEAR DYNAMICS I1              233

             shear deformation is minimal; it approximates A + 00  very well. The effect of  (T  (rota-
             tory inertia) has been shown to be negligible for realistic systems (Pdidoussis & Laithier
             1976; Laithier  1979), and this is why the calculations have been conducted with o = 0.
             The calculations are conducted according to the Timoshenko refined-flow (TRF), Timo-
             shenko plug-flow (TPF) and the Euler-Bernoulli plug-flow (EBPF) theories and the results
             compared.
               For the TRF theory, for each length-to-diameter ratio E  (and, correspondingly, for each
             A), the work involved consists of  (i) evaluating the generalized inviscid hydrodynamic
             forces Qkn from (4.67); (ii) incorporating Qh into equations (4.44) to obtain the eigenfre-
             quencies, and then (iii) constructing the corresponding Argand diagram of the system, to
             obtain the critical velocity U&  for divergence (the system being conservative; Section 3.4)
             and the predicted post-divergence behaviour.
               In  Figure 4.17 are shown the first- and  second-mode Argand diagrams of  the  system
             eigenfrequencies for  the longest pipe  (A = 1OI2),  as obtained by  the TRF theory. The
             results  obtained  with  the  TPF  and  EBPF  theories  are  virtually  indistinguishable from
             those shown. This is as expected, since (i) as shown in  the previous section, for a long
             clamped-clamped  pipe the simple plug-flow model and the refined-flow model give the
             same values for the generalized fluid-dynamic forces, (ii) the dynamics of a very long pipe
             (here E  = 8.25 x lo5) are identical, whether analysed by Timoshenko or Euler-Bernoulli
             theory, at least in the low modes.
































             Figure 4.17  Dimensionless complex eigenfrequencies of  an  extremely long  clamped-clamped
             pipe (p = 0.5, y =  = CJ = 0, A = 10l2, E  = 8.25  x lo5) as functions of  the dimensionless flow
             velocity u, according  to  the Timoshenko refined-flow (TRF) theory:  e, mode;  -,
                                                                        first
                                ,
             second mode;  4 combined first  and  second modes. The loci, which actually  lie  on  the
             axes, have been drawn slightly off the axes but parallel to them for the sake of clarity (Pdidoussis
                                             et al. 1986).
   247   248   249   250   251   252   253   254   255   256   257