# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 85
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -27.54
# Trailing edge coordinates (mm): x= 64.78  y= 1.52
#
#  x(mm)    y(mm)
    9.91    -5.32
   10.24    -5.52
   10.77    -5.85
   11.30    -6.12
   11.84    -6.38
   12.37    -6.65
   12.90    -6.92
   13.43    -7.18
   13.96    -7.41
   14.50    -7.64
   15.03    -7.85
   15.56    -8.08
   16.09    -8.31
   16.62    -8.51
   17.15    -8.71
   17.69    -8.94
   18.22    -9.14
   18.75    -9.34
   19.28    -9.51
   19.81    -9.74
   20.35    -9.90
   20.88   -10.07
   21.41   -10.24
   21.94   -10.40
   22.47   -10.57
   23.01   -10.70
   23.54   -10.87
   24.07   -11.00
   24.60   -11.17
   25.13   -11.30
   25.66   -11.44
   26.20   -11.57
   26.73   -11.70
   27.26   -11.84
   27.79   -11.97
   28.32   -12.10
   28.86   -12.16
   29.39   -12.23
   29.92   -12.30
   30.45   -12.37
   30.98   -12.43
   31.52   -12.50
   32.05   -12.50
   32.58   -12.60
   33.11   -12.63
   33.64   -12.63
   34.18   -12.63
   34.71   -12.63
   35.24   -12.60
   35.77   -12.50
   36.30   -12.50
   36.83   -12.50
   37.37   -12.40
   37.90   -12.37
   38.43   -12.37
   38.96   -12.23
   39.49   -12.16
   40.03   -12.10
   40.56   -11.97
   41.09   -11.84
   41.62   -11.70
   42.15   -11.57
   42.69   -11.44
   43.22   -11.30
   43.75   -11.14
   44.28   -10.97
   44.81   -10.80
   45.35   -10.61
   45.88   -10.44
   46.41   -10.21
   46.94    -9.97
   47.47    -9.77
   48.00    -9.51
   48.54    -9.24
   49.07    -8.97
   49.60    -8.71
   50.13    -8.38
   50.66    -8.08
   51.20    -7.75
   51.73    -7.45
   52.26    -7.08
   52.79    -6.78
   53.32    -6.42
   53.86    -6.08
   54.39    -5.72
   54.92    -5.38
   55.45    -5.05
   55.98    -4.69
   56.46    -4.35