Page 63 - Fluid-Structure Interactions Slender Structure and Axial Flow (Volume 1)
P. 63

46                SLENDER STRUCTURES AND AXIAL FLOW

                  of  the  cylinder.  If  KC < 4,  separation generally does not  occur  (Sarpkaya & Isaacson
                  1981; Naudascher & Rockwell 1994). If  KC > 8 approximately, the flow field is entirely
                  different, with the cylinder now oscillating in the remnants of vortices shed from previous
                  cycles of oscillation; this type of flow, arising also in wave-induced oscillatory flows, has
                  been studied extensively in conjunction with offshore mechanics applications (Sarpkaya
                  & Isaacson 1981).
                  (f) Numerical calculations of added mass

                  Some early  attempts to calculate the added mass by  numerical (CFD) methods are due
                  to Levy  & Wilkinson  (1975), PaTdoussis  et af. (1977) and  Yang  & Moran  (1979), for
                  instance.  Nowadays, any  CFD package capable of  heat  transfer calculations, hence of
                  solving the Laplace equation, would be suitable - based on finite element, finite differ-
                  ence  or  other  methods. A  few  examples of  finite-element (FEM)  based  packages  are
                  FIDAP from Fluid Dynamics International, U.S.A., and CASTEM 2000 from Commis-
                  sariat B 1’Energie Atomique, France; and finite-volume (FVM) based packages FLOW3D
                  from Hanvell Laboratories, U.K., and PHEONICS from Cham Ltd, U.K.
                    Other  numerical  methods  also  exist,  e.g.  based  on  spectral  methods  (Mateescu,
                  Paidoussis & Sim 1994a,b), finite difference methods (Mateescu, Paidoussis & BClanger
                  1994a,b), or the boundary integral equation method (BIEM) (Groh 1992).


                  2.2.3  Loading on coaxial shells filled with quiescent viscous fluid

                  Consider the  same system as in Figure 2.7(a), but  with  only  the  inner cylinder free to
                  oscillate, and then only as a beam  (n = 1) or as a rigid body in the plane of the paper,
                  while the outer one is rigid  and  immobile. The annular space is filled with  a quiescent
                  viscous  fluid. Again,  the  task  is  to  determine the  fluid  forces  generated  by  harmonic
                  motion of the inner cylinder.
                    If  the cylinders are sufficiently long, the flow is essentially two-dimensional in cross-
                  flow.  Writing  equation (2.63)  in  Cartesian  coordinates  and  eliminating  the  pressure
                  between  the  two  equations, or  simply  taking  the  curl  of  (2.63), one  obtains  a  single
                  equation

                                                                                      (2.141)

                  in terms of the vorticity,

                                                                                      (2.142)


                  uz  and  uy are the  flow  velocity  components in  the  z  and  y  directions, which  may  be
                  expressed  in  terms  of  the  stream function: u,  = a+/ay,  u,, = -a+/az.  The  continuity
                  equation (2.62), is satisfied automatically. Moreover, since o = -V2@,  equation (2.141)
                  leads to (Schlichting 1960, chapter IV)


                                                                                      (2.143)
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