# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 80
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -28.31
# Trailing edge coordinates (mm): x= 64.25  y= 3.18
#
#  x(mm)    y(mm)
    9.78    -5.45
   10.11    -5.59
   10.64    -5.91
   11.17    -6.18
   11.70    -6.45
   12.23    -6.71
   12.77    -6.98
   13.30    -7.24
   13.83    -7.45
   14.36    -7.68
   14.89    -7.91
   15.43    -8.14
   15.96    -8.35
   16.49    -8.57
   17.02    -8.81
   17.55    -8.97
   18.09    -9.21
   18.62    -9.37
   19.15    -9.54
   19.68    -9.74
   20.21    -9.87
   20.74   -10.04
   21.28   -10.21
   21.81   -10.37
   22.34   -10.51
   22.87   -10.64
   23.40   -10.77
   23.94   -10.90
   24.47   -11.04
   25.00   -11.14
   25.53   -11.27
   26.06   -11.37
   26.60   -11.44
   27.13   -11.57
   27.66   -11.63
   28.19   -11.70
   28.72   -11.84
   29.26   -11.84
   29.79   -11.97
   30.32   -11.97
   30.85   -12.03
   31.38   -12.10
   31.91   -12.10
   32.45   -12.10
   32.98   -12.10
   33.51   -12.10
   34.04   -12.10
   34.57   -12.10
   35.11   -12.03
   35.64   -11.97
   36.17   -11.97
   36.70   -11.87
   37.23   -11.84
   37.77   -11.70
   38.30   -11.63
   38.83   -11.57
   39.36   -11.44
   39.89   -11.30
   40.43   -11.17
   40.96   -11.04
   41.49   -10.90
   42.02   -10.74
   42.55   -10.57
   43.08   -10.40
   43.62   -10.21
   44.15   -10.00
   44.68    -9.81
   45.21    -9.61
   45.74    -9.37
   46.28    -9.14
   46.81    -8.91
   47.34    -8.64
   47.87    -8.38
   48.40    -8.11
   48.94    -7.81
   49.47    -7.51
   50.00    -7.18
   50.53    -6.92
   51.06    -6.55
   51.59    -6.25
   52.13    -5.88
   52.66    -5.52
   53.19    -5.12
   53.72    -4.72
   54.25    -4.32
   54.79    -3.92
   55.32    -3.52
   55.87    -3.14
   56.13    -2.97