Page 200 - Process Modelling and Simulation With Finite Element Methods
P. 200

Simulation and Nonlinear Dynamics         187


                 Color: temperature  Arrow: velocity vectors      Max  1
                                                                     1
          1.4   ....................................................................................
                                                             I
                                                                     09
          1.2  ....................................................................................
                                                                     08
            1
                                                                     07
          0.8
                                                                     06
          0.6
                                                                     05
          0.4
                                                                     04
          0.2
                                                                     03
            0
                                                                     02
          -0.2   ...................................................................................
                                                                     01
          -0.4   ....................................................................................
               I       I       I      I       I      I       I       0
              -1.5    -1     -0 5     0      0.5     1      1.5   Min  -2 19e-0:
          Figure 5.2  Aspect  ratio  1.3 simulation  with  Ra=1970 for full solution of temperature  and U-ns.
          Note that the maximum velocity field is still 0(10-*).

          A transient  solution has  a similar structure, but  with a tlist  of output times.  To
          access any of the solutions, the appropriate column is requested.  For instance,

          >>  sol2=femeig(fem, 'U', fem.sol.u(:,83),'Eigpar',20);
          yields  the  20  smallest  magnitude eigen pairs  of  the  fem  operator for  the  17'h
          solution, appropriate for  the  parameter Ra=10001.   This  feature  would  work
          very  nicely  if  the  fem structure were  robust  in  substituting  Ra=10001  in  the
          stiffness  matrix  computed by  f emeig. Unfortunately,  f emeig takes the last
          specified value of the parameter Ra in the fern structure as a constant, which may
          have no relation to the final value in the parametric  solver.
             In  our  case,  Ra=l  was  specified  as  a  constant,  so  the  eigenfunction
          computed is for Ra=l  about the  83'd solution  vector, which  is still substantially
          close to zero everywhere.  So, although  the parametric  solver is a good way to
          find  solutions  at  high  complexity  parameter,  it  is  not  particularly  good  at
          interrogating  them with  eigenanalysis.  Figures  5.2 and  5.3 were  generated  by
          using parametric continuation to solve up to Ra=1970, and then changing solver
          to the stationary nonlinear solver, exporting the single solution to MATLAB, and
          then  performing  eigenanalysis.   The  eigenvector  was  then  substituted  into
          fem.sol.u,  and  plotted  with  postplot.  There  is  only  one qualitative difference
          between Figure 5.1 and 5.3 - twice the number of rolls.
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