# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 75
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -28.83
# Trailing edge coordinates (mm): x= 63.92  y= 4.58
#
#  x(mm)    y(mm)
    9.78    -5.59
   10.11    -5.72
   10.64    -6.05
   11.17    -6.31
   11.70    -6.58
   12.23    -6.85
   12.77    -7.11
   13.30    -7.38
   13.83    -7.58
   14.36    -7.81
   14.89    -8.04
   15.43    -8.28
   15.96    -8.44
   16.49    -8.67
   17.02    -8.84
   17.55    -9.01
   18.09    -9.24
   18.62    -9.41
   19.15    -9.61
   19.68    -9.74
   20.21    -9.87
   20.74   -10.00
   21.28   -10.14
   21.81   -10.27
   22.34   -10.37
   22.87   -10.51
   23.40   -10.64
   23.94   -10.74
   24.47   -10.83
   25.00   -10.90
   25.53   -11.04
   26.06   -11.10
   26.60   -11.17
   27.13   -11.23
   27.66   -11.30
   28.19   -11.33
   28.72   -11.44
   29.26   -11.44
   29.79   -11.50
   30.32   -11.57
   30.85   -11.57
   31.38   -11.57
   31.91   -11.57
   32.45   -11.57
   32.98   -11.57
   33.51   -11.54
   34.04   -11.44
   34.57   -11.44
   35.11   -11.33
   35.64   -11.30
   36.17   -11.20
   36.70   -11.14
   37.23   -11.04
   37.77   -10.90
   38.30   -10.80
   38.83   -10.70
   39.36   -10.61
   39.89   -10.47
   40.43   -10.34
   40.96   -10.17
   41.49   -10.00
   42.02    -9.81
   42.55    -9.61
   43.08    -9.41
   43.62    -9.21
   44.15    -8.97
   44.68    -8.78
   45.21    -8.51
   45.74    -8.25
   46.28    -7.98
   46.81    -7.71
   47.34    -7.45
   47.87    -7.18
   48.40    -6.82
   48.94    -6.52
   49.47    -6.15
   50.00    -5.85
   50.53    -5.49
   51.06    -5.19
   51.59    -4.82
   52.13    -4.49
   52.66    -4.12
   53.19    -3.72
   53.72    -3.33
   54.25    -2.89
   54.79    -2.49
   55.32    -2.10
   55.86    -1.65