# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 60
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -28.00
# Trailing edge coordinates (mm): x= 63.45  y= 8.58
#
#  x(mm)    y(mm)
    9.91    -5.45
   10.24    -5.59
   10.77    -5.91
   11.30    -6.18
   11.84    -6.45
   12.37    -6.65
   12.90    -6.88
   13.43    -7.11
   13.96    -7.34
   14.50    -7.51
   15.03    -7.74
   15.56    -7.91
   16.09    -8.08
   16.62    -8.28
   17.15    -8.41
   17.69    -8.57
   18.22    -8.74
   18.75    -8.88
   19.28    -9.01
   19.81    -9.11
   20.35    -9.24
   20.88    -9.34
   21.41    -9.44
   21.94    -9.54
   22.47    -9.61
   23.01    -9.71
   23.54    -9.71
   24.07    -9.81
   24.60    -9.84
   25.13    -9.84
   25.66    -9.84
   26.20    -9.97
   26.73    -9.97
   27.26    -9.97
   27.79    -9.97
   28.32    -9.97
   28.86    -9.97
   29.39    -9.97
   29.92    -9.97
   30.45    -9.84
   30.98    -9.84
   31.52    -9.81
   32.05    -9.71
   32.58    -9.61
   33.11    -9.54
   33.64    -9.44
   34.18    -9.34
   34.71    -9.21
   35.24    -9.07
   35.77    -8.97
   36.30    -8.84
   36.83    -8.71
   37.37    -8.57
   37.90    -8.41
   38.43    -8.21
   38.96    -8.01
   39.49    -7.81
   40.03    -7.64
   40.56    -7.41
   41.09    -7.24
   41.62    -6.98
   42.15    -6.71
   42.69    -6.52
   43.22    -6.25
   43.75    -5.95
   44.28    -5.65
   44.81    -5.32
   45.35    -5.05
   45.88    -4.69
   46.41    -4.39
   46.94    -4.02
   47.47    -3.69
   48.00    -3.33
   48.54    -2.96
   49.07    -2.56
   49.60    -2.16
   50.13    -1.80
   50.66    -1.40
   51.20    -1.00
   51.73    -0.60
   52.26    -0.20
   52.79     0.23
   53.32     0.66
   53.86     1.10
   54.39     1.53
   54.92     1.93
   55.48     2.36