Page 235 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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216               SLENDER STRUCTURES AND AXIAL FLOW

                    at x = L. All  quantities are the  same as in  Section 3.3.2, but  some new  ones need be
                    introduced: Ma is the added mass of the pipe per unit length; % is the end-mass, of  mass-
                    moment of  inertia 7, and centre of mass at a distance 2 from the pipe end (x = L); Fb is
                    the buoyancy force associated with %; cy2  = A,/Aj  = U,/U  is the ratio of  external pipe
                    area to inlet jet area, with Uj as shown in Figure 4.12(b); po~ is the external, hydrostatic
                    pressure at x = L; other barred quantities have the same meaning as plain ones, but are
                    associated  with  the  end-mass.  A  form  of  expression (2.157) is  used  for  c - see  also
                    equation (3.106). Furthermore, assuming a spherical form for z, C = 6nvpd, where v  is
                    the kinematic viscosity of  the fluid.
                      It is stressed that in this formulation, in  accordance with Figure 4.12(b), a positive U
                    corresponds to up--ow, i.e. to what in Section 4.3.1 is called a negative flow velocity.
                      For  very  long  pipes,  a  pipe-string  approximation is  normally used,  i.e.  the  flexural
                    rigidity is ignored; however, here flexural terms are retained. Because of the fact that the
                    boundary conditions are frequency-dependent, the usual form of the Galerkin method is
                    not  applicable to  this  case (see also  Section 4.6.2). A  special hybrid Fourier-Galerkin
                    method developed by  Hannoyer (1972), outlined in Chapter 8, is used instead.
                      Some numerical calculations have been conducted for a system with parameters taken
                    from Chung & Whitney (1983): a steel pipe (E = 2 x  IOs kNm2, pr = 7.83 x IO3 kg/m3)
                    and a = 182 x  lo3 kg, L = 1 km, Di = 0.45 m, Do = 0.50m,  and  cy = 1 for  simplicity.
                    Typical results are given in Figure 4.13 and Table 4.1.
                      The  system  loses  stability by  flutter  at  a  very  low  flow  velocity,  U,,  = 1.32  m/s,
                    corresponding to the dimensionless u,.f  = 1.129 in Figure 4.13. As shown in Table 4.1,












                         I .o






                         0.0





                        -1.0  1         1           1     1     I            1          1
                           0           200         400         600          800         loo0
                                                          (w)
                    Figure 4.13  Dimensionless  complex eigenfrequencies of the aspirating system of  Figure 4.12(b)
                    as  functions  of  the  up-flow  dimensionless  flow velocity,  u, for   = 182 x  lo3 kg  (Pai'doussis &
                                                     Luu  1985).
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