Page 411 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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386               SLENDER STRUCTURES AND AXIAL FLOW





























                             0.02







                            -0.02
                         h
                         +
                          +
                         v
                          P(
                            4.04 O’Ol

                            -0.06



                            -0.08
                               -0.08   -0.06   4.04   -0.02   0.0    0.02
                         (b)                      4 ,(n)
            Figure 5.53  (a) One-dimensional Lorenz (return) map of successive maxima of the solution of a
            system, showing some iterations in ‘the channel’ wherein the motion is ‘laminar’. (b) Lorenz map
            for the system with an end-mass defect, p = -0.3,  u = 28.6,20 5 t i lo00 (about 8200 cycles of
                                 oscillation); (Semler & Pdidoussis 1995).

              In the map of  Figure 5.53(b), we see four channels. The resulting behaviour is nearly
            period-2.  The system visits two “steady  states”, but  the  dynamics  is interspersed  with
            bursts of aperiodic motion. According to Manneville & Pomeau (1980), the time between
            turbulent bursts should scale as T = [u - uint]-”*   for type I intermittency, where Uint  is
            the threshold of  intermittency; similarly, the largest Lyapunov exponent, 0, should scale
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