Page 344 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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324               SLENDER STRUCTURES AND AXIAL, FLOW




















                                                             ”
                          0   0.51   1        2         3     0   0.45   1  1.19   -   2   2.41   3
                     (a)                P                   (b)              P
                    Figure 5.15  Amplitude  of  periodic  solutions  in  the  vicinity  of  uEfr for  3-D  motions  of  a
                    two-degree-of-freedom  articulated  cantilevered  system  with  a = 2, K  = 1  and  (a) y  = 0  and
                                                      -
                    (b) y  = 0.25: -,   rotary  supercritical;  - - - , rotary  subcritical; ---, planar  supercritical;
                                            , planar subcritical (Bajaj & Sethna 1982b).

                    analysis having been carried out to only the first approximation level. The same applies
                    to the  ‘infinite’ amplitude at  = 1.19.
                      Finally, Bajaj & Sethna (1982b) discuss the effect of a small asymmetry in the system,
                    by making the spring stiffness in one plane slightly larger than in the other. It is found
                    that the circular rotary motions become elliptical, but the dynamics in the foregoing are
                    otherwise robust.
                      The foregoing analysis is restricted to solutions in the neighbourhood of  the straight,
                    vertical  equilibrium.  The  situation  when  this  restriction  is  removed  has  been  studied
                    by  Sethna & Gu  (1985), where the  ‘limiting configurations’ as u -P  ca are examined:
                    (i) does  the  system perform  a  rotary  motion  in  a  horizontal plane  with  the  two  pipe
                    segments at right  angles to  each other, or (ii) does  it take on  an S-shape in  a vertical
                    plane, or (iii) some other configuration? The authors examine five such generic shapes,
                    all  of  the  type  in  which  the  equations  are  invariant  under  rotation  about  the  vertical
                    axis. The  stability of  these generic shapes is  studied by  either a linear approach or by
                    utilizing centre manifold theory (in the case of global circular motions). It is found that
                    apart  from  shapes (i)  and (ii)  above,  all  other  shapes  eventually become  unstable  via
                    a  (secondary) Hopf  bifurcation. The analytical results are  complemented by  numerical
                    simulations.

                    (e) Double degeneracy
                    Two studies into the dynamics of articulated cantilevers near a point of double degeneracy
                    are discussed here.
                      In the first such study, by Sethna & Shaw (1987), codimension-three bifurcations are
                    considered of a two-segment articulated system vibrating in a plane; the double degeneracy
                    in this case is associated with a pitchfork and a Hopf bifurcation occurring simultaneously
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