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498               SLENDER STRUCTURES AND AXIAL FLOW

                    Thus the slowly varying variables r and 1c/ are governed by

                           i- = +br  + crr2)r + 6(c2),  $J  = wo + E(&  + cir2) + 6(e2),   (F.79)
                    where 6, and c, are the real parts of  b and c, and bi and ci  the corresponding imaginary
                    parts.


                    F.6.2  The Lyapunov -Schmidt  reduction
                    Similarly  to  centre  manifold reduction,  the  Lyapunov-Schmidt  reduction  is  a  method
                    which replaces  a large and complicated set of  equations by  a  simpler and smaller one
                    which  contains  all  the  essential  information  concerning  a  bifurcation.  The  method  is
                    applicable to the system of equation (F.49), but here the nonlinear functional f(x, p) may
                    be either finite dimensional (ordinary differential equations) or infinite dimensional (partial
                    differential or integro-differential equations). However, we  shall restrict the  analysis to
                    the case of nondegenerate  bifurcations from a stationary  solution to another stationary
                    solution, which excludes the important case of Hopf  bifurcations; in principle, this case
                    can be treated with similar methods (Golubitsky & Schaeffer 1985) - see also the next
                    section. Thus, we shall be interested in determining steady-state solutions 7 of the system
                    defined by
                                                    f(Y,  u) = 0,                        (F.80)
                    when  the  linearized system in  the  neighbourhood of  7 has a  single zero eigenvalue at
                    the critical parameter, uc, while the other eigenvalues (infinitely many for a PDE) have
                    negative real parts. Without loss of generality, we shall also assume that the equilibrium
                    is zero, 7 = 0, since this can be accomplished by  a simple coordinate transformation.
                      As  mentioned in  Section F.5  for  the  bifurcation  analysis,  we  would  like  to  find  an
                    equilibrium solution when the parameter u is varied. From the implicit function theorem
                    (Sattinger  1980), we  know  that  there  is  no  unique  solution  of  (F.80)  in  the  form  of
                    y = y(u) in a small neighbourhood of (0, uc), since we are exactly in the situation where
                    the  linear  operator L = D,f(O,  u,)  is  singular, because  the Jacobian matrix has  a  zero
                    eigenvalue. The basic idea in the Lyapunov-Schmidt  method is to decompose the space
                    in which the solution lies into two subspaces, in order to  ‘remove’ this singularity.
                      Formally, this may be expressed as follows. First, we define vo as the eigenfunction of
                    L corresponding to the zero eigenvalue, i.e.

                                                        =
                                                 L(~,)V~ avo = 0,                        (F.81)
                    and v;i  the eigenfunction of the adjoint system

                                                   L*(U,)V;, = 0,                        (F.82)
                    where L* is the adjoint operator of L. Furthermore, we assume that the original Banach
                    space, 72,  in  which the  solution of  (F.80) lies, can be decomposed into two  subspaces:
                    72  = kerL + A, where kerL is the kernel of L, and M  is a  subspace perpendicular to
                    ker L; in practice, A = range L* [see Kolmogorov & Fomin (1970) for details]. Then, it
                    is possible to express the solution y as

                                                                                         (F.83)
                                                    Y = Yc + YS?
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