Page 134 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
P. 134

116                SLENDER STRUCTURES AND AXIAL FLOW

                    flexible system may be considered as the limiting case of an articulated one as the number
                    of  degrees of freedom N  + 00,  it is of interest to discover if  divergence can arise in the
                    vertical continuous system as well.
                      Extensive calculations of  Argand and stability diagrams for y # 0 were conducted by
                    Pdidoussis (1969,  1970), using the method of  Section 3.3.6(b); it was found that N  = 9
                    or 10 in the Galerkin series ensured accuracy of  the eigenfrequencies to three significant
                    figures. Similar calculations were done by Bishop & Fawzy (1976).
                      A summary of the results is presented in the form of a stability diagram in Figure 3.32.
                    It is seen that the general dynamics of the system with y # 0 is similar to that for y  = 0,
                    but  for  y > 0 the  additional restoring force due to  gravity causes ucf to  be  higher. It
                    is recalled that  y < 0 represents an up-standing system,+ with the downstream free end
                    above  the clamped one. As  expected, the system is less stable in this case. In contrast
                    to the articulated system, no flow-induced divergence is possible in this one. It is  seen
                    in Figure 3.32 that each of  the curves contains a number of  S-shaped segments, indeed
                    more of them as y  is increased.



























                                        0
                                         0     0.2    0.4     0.6   0.8     1 .o
                                                          4

                     Figure 3.32  The dimensionless critical flow  velocity  for  flutter,  u,f, of  a  vertical cantilevered
                     pipe conveying fluid, as a function of  fi for varying y, compared to the horizontal system, y  = 0;
                                             a = CJ = k  = 0 (Pdidoussis 1970).

                       More interesting dynamical behaviour is obtained if  y  is negative and fairly large. In
                     that case, corresponding to relatively long pipes, y  < -7.83  approximately, the cantilever
                     buckles under its own weight at zero flow. The linear dynamics of the system is illustrated
                     in  Figure 3.33.  Consider  first  a  system  with  y = -10  and   = 0.2,  which  is  buckled
                     under its own weight for  u = 0: as  u  is increased (Le. progressing vertically up  in  the

                       'Although  this is hardly  a symbol of moral rectitude!
   129   130   131   132   133   134   135   136   137   138   139