Page 293 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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274               SLENDER STRUCTURES AND AXIAL FLOW

                                                                        Harmonic loading
                         Bending deformation (with damping)
                        (      deformation (with damping)             (with phase diferences)





                       In





                       Elastic   Axial plug   Rigid   Distributed   Concentrated   Prescibed
                      clamping   flow      body    support with   support with   support
                                                    damping      damping       motion

                     Figure 4.41  Example of  a harmonically loaded piecewise uniform fluid-conveying piping struc-
                     ture in transverse vibration with angular frequency w, showing how complex the structures analysed
                                            can be  (Siillstrom & Akesson  1990).



                     exact solutions of  the equations for a uniform pipe rather than polynomial interpolation
                     functions, thereby enabling the analysis of a complex system with very few finite elements
                     (see also Chapter 7, Volume 2). The method has been found to be in excellent agreement
                     with  previous  results  and  to  be  versatile,  e.g.  in  handling  systems  such  as  that  in
                     Figure 4.41.
                       In contrast to steady flows, however, unsteady jow, e.g. due to pump-induced pulsa-
                     tion or acoustical effects, can and commonly does cause serious vibration problems (see
                     Section 1. l), especially when  light-gauge, low-damping piping  is  used,  or  in  conjunc-
                     tion with flexible supports. Here the tools developed in  Section 4.5 are of  direct appli-
                     cability.
                       The  reader  is  also  referred  to  the  very  extensive  literature  on  the  mainly  unsteady
                     fluid-structure interaction phenomena involving compressibility of the fluid and acoustical
                     effects, including waterhammer, and more generally the effects of near-field and far-field
                     noise which are not covered in this book (Wylie & Streeter  1978; Wiggert  1986, 1996;
                     Moody 1990; Tijsseling 1996).



                     4.7.6  Vibration conveyance and vibration-induced flow
                     An unsigned ‘focus’ paper published in Chemical Engineering (March 1995, pp. 123- 124)
                     is entitled  ‘Pipes can’t have “good vibrations”.’ Yet, as they say in Greek pqSi‘v KUK~Y
                     a~i K~AoG, i.e. nothing is bad without some  good. An example of  this is the turning
                         yks
                     of the tables on flow-induced vibration by  vibration-inducedflow.
                       Pipe vibration can be used to insert a long optical fibre into a long spatially curved,
                     e.g.  helical, steel pipe  (Long et al.  1993, 1994). The optical fibre may be  viewed as a
                      ‘plug-flow’ model  of  a  flowing fluid  as  in  Bourrikre’s  work  (Sections 3.1  and  5.2.8).
                     However, Jensen (1 997) discovered recently that real  vibration-induced flow is possible
                     by nonlinear effects, as discussed in  Section 5.10.
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