Page 362 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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342               SLENDER STRUCTURES AND AXIAL FLOW




















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                                                    Gravity parameter,  y
                    Figure 5.26  Double degeneracy conditions for the  system of  Figure 5.23 for different values of
                    K. The control parameter varied is B. It is noted that for K  = 0 essentially the same curve is retraced
                    backwards as #3  is incremented past   = 0.03; this is not the case for higher K, e.g. K  = 50. where
                            the curve continues on  to positive values of  y  (Pai’doussis & Semler  1993b).


                      Ignoring  the  stable eigendirection  associated  with  [MI, see Appendix H, the  flow  in
                    the  vicinity  of  the  double  degeneracy  on the  centre  manifold  may  be  described by  the
                    subsystem







                    where  f  is a third-order polynomial  in x, different from  f  in  (5.120). In the dynamics
                    vocabulary,  pi  and ,u2 are called unfolding parameters, and they represent the deviations
                    of the real parameters from their critical values (see Appendix F). In the case of  a double
                    degeneracy,  two  such parameters  are necessary  to  unfold  the  dynamics  of  the  problem
                    (codimension-two bifurcation).
                      The next step is to follow the strategy of  normal forms, in which all the nonessential
                    nonlinear  terms of  f are eliminated  (‘nonessential’  meaning that they do not  affect the
                    qualitative dynamics), as described in Appendix F.3. In the case of the double degeneracy
                    with certain symmetry properties, the normal form is shown to be









                    where  r2 = x:  + x;  (Takens  1974; Guckenheimer  & Holmes  1983). In  physical  terms,
                    Y  represents  the  amplitude  of  oscillatory  motions  of  the  pipe,  z  represents  the buckled
                    positions of the pipe, and  d4/ dt the frequency of oscillations. It is interesting to note that
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