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PIPES CONVEYING FLUID: NONLINEAR  AND CHAOTIC DYNAMICS         395

               In all cases but  the first, the pipe is considered to have absolutely fixed ends, i.e. no
             axial sliding is permitted, and hence the nonlinear equation of  motion used is similar to
             Holmes’ and relatively simple, as discussed in  what follows. In the case of  Yoshizawa
             et al. (1986), however, the downstream end of the clamped-pinned pipe considered is free
             to slide axially. The equations of  motion, similar to Rousselet & Henmann’s (1981), are
             much more complex: one ‘flow equation’, similar to those discussed in Section 5.2.8(b,c),
             in which the pressure itself is pulsatile, p  = pg(1 + p sin wt),+ and an equation for the
             pipe  coupled  to  the  first,  in  which  nonlinearities are  associated  with  curvature rather
             than induced-tension effects, similar to equation (5.43) for cantilevered pipes. This work,
             being the first to be published and the  simplest in terms of  methods used, is discussed
             first. The eigenfunctions +,(c) of the subsystem ij + q””  - y[(l  - 6)q” - q’] + uiq” = 0
             are obtained first, and  then the  system is discretized via a one-mode Galerkin scheme,
             so that ~(6, t) = &(t)q(t), leading to two fairly simple nonlinear coupled ODES in u(t)
             and  q(t), involving  ug, p, PO, j3  and  y.  Solution of  these equations is  obtained by  the
             method  of  multiple  scales  (Nayfeh  & Mook  1979), and  the  deflection of  the  pipe  is
             finally expressed as q(6, t) = pl/’h  cos[;(wt  + @)]+,(s)  + S(p3/’), in which it has been
             assumed that w is close to 2w1,  01  being the first-mode eigenfrequency associated with
             +I({).  Hence, the first-mode principal parametric resonance is considered (Section 4.3,
             involving the  ‘detuning parameter’ 3, such that w/wl  = 2(1 + pL?).$
               A number of interesting findings are reported, as follows. (i) Considering no pulsation,
             the mean-flow nonlinear first-mode eigenfrequency plotted in a ui  versus y  plot shows
             both  softening and hardening spring characteristics, the former for low ui  when inertial
             nonlinearities are predominant, the latter for larger ui when nonlinear centrifugal effects
             are dominant. (ii) The steady-state amplitude, h,, associated with p1I2h in the foregoing, is
             determined and its stability examined, eventually producing the classical plot of h, versus
             0 = p13 shown in Figure 5.59(a). It is clear that as p becomes larger, since p < 1, both h,
             and 0 increase - i.e. the frequency range and amplitude increase with p. (iii) The extent
             of the parametric resonance region is larger in terms of 0 than the linear range, because of
             the subcritical onset of the oscillation with decreasing 6, leading to hysteresis (hardening
             behaviour) as seen in Figure 5.59(a). (iv) The maximum amplitude increases with ug.
               Experiments have  also been  done  by  Yoshizawa  etal. (1985,  1986) using  silicone
             rubber pipes (0, = 5 mm, L = 600 mm) stiffened in one plane by wires, to confine the
             oscillation  in  the  other  plane - see  also  Section 5.5.3.  The  pulsation  was  introduced
             by  periodic  opening  and  shutting of  a  pressure-control valve  at the  exit  of  a  by-pass
             line connected to the constant-head tank feeding water into the pipe. The experimental
             results are in good qualitative agreement with theory. Figure 5.59(b-d)  shows the pipe
             in  parametric resonance as 0 is  increased, i.e.  as the  pulsation frequency is  increased,
             showing that the amplitude increases. For 0 = 0.183 (not shown), the amplitude begins
             to  decrease  and  soon thereafter  the  oscillation ceases.  The  oscillation if  excited  at  or

               tThroughout  Section 5.9, p  denotes the amplitude of harmonic perturbations, usually  of  the  flow velocity.
             as in Section 4.5 - see equation (5.144). It should not be confused with the dimensionless end-mass parameter
             in equation (5.139) used  in Section 5.8.3.
               $It is  recalled that, in order  to achieve a  modicum  of  uniformity  in the  book,  the  notation  is  sometimes
             quite different from that in the original papers - though this may be bewildering to their authors! Especially in
             the case of the detuning parameter, since different definitions are given in virtually  every study, the following
             convention has been used:  (i) if the detuning parameter is multiplied by  a small parameter, it is denoted by 6.
                                                   and
             as in Yoshizawa et al. (1986) where W/WI = 2(1 + ~6) Bajaj (1987b) where w = OAJ - €6; (ii) otherwise.
             it is denoted by 5, as in equation (5.148) where w/wg = 1  - 5, and in Bajaj (1984) where w = wg - 0.
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