Page 491 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
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CURVED PIPES CONVEYING FLUID                     46 1
                             m




























                            0           20           40           60           80
                                                   %ne  (w*)
             Figure 6.25  Argand  diagram  of  the  four  lowest  eigenfrequencies  for  in-plane  motion  of  a
             clamped-axially-sliding quarter-circular pipe  of  the type  of  the type of  Figure 6.24(b) conveying
                              fluid, as functions of  E*, for /3  = 0.5 (Barbeau  1987).


             but in this case ii:d  2 1.5 and iicf 2 5.5. The behaviour of pipes with a sliding downstream
              support of the type shown in Figure 6.24(c,d) is similar, but quantitatively a little different.
             However,  a  disturbing  aspect  of  these  results  is  that  they  have  been  found  to  depend
              (quantitatively  only)  on  the  method  of  calculation  of  l7* - two  methods  having  been
             considered, apparently both  correct (Misra et al. 1988b); this casts some doubt as to the
             quantitative aspects of  the results.
               Calculations  with  the  full  extensible  theory  [no # 0, d(r$’ + Or!) # 01  show  only
             flutter: for the quarter-circular pipe at Z:f  E 2.9; for the semi-circular pipe at Zzf  2 0.99,
             as  shown in Figure 6.26 (Misra et al. 1988b). Thus, the predicted dynamical behaviour
             is quite different.
                In conclusion, it may be said that, despite several questions remaining unresolved, it is
             clear that, if  axial sliding is permitted, the system behaves in a manner reminiscent of  a
             curved cantilevered pipe: its eigenfrequencies are strongly dependent on the flow velocity
             and the system eventually loses stability at high enough flow.
                Incidentally, it is also observed that the variation of the first-mode frequency with flow
             in  Figure 6.25 (and similar ones for other  0) as predicted by  the  modified inextensible
             theory and for ii*  5 2.8 in Figure 6.26 is qualitatively similar to that of the conventional
              inextensible theory  for clamped-clamped  pipes. This offers a plausible explanation as to
             why  the  dynamics  of  slightly  curved  pipes  in  the  experiments  by  Liu  & Mote  (1974)
             paradoxically appears to be in better agreement with conventional inextensible than with
             extensible theory [see Figure 3.26 and Doll & Mote (1976)l: in both theories axial sliding
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