# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 70
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -29.08
# Trailing edge coordinates (mm): x= 63.82  y= 5.98
#
#  x(mm)    y(mm)
    9.91    -5.59
   10.24    -5.78
   10.77    -6.12
   11.30    -6.38
   11.84    -6.65
   12.37    -6.92
   12.90    -7.11
   13.43    -7.38
   13.96    -7.61
   14.50    -7.85
   15.03    -8.04
   15.56    -8.28
   16.09    -8.48
   16.62    -8.71
   17.15    -8.88
   17.69    -9.07
   18.22    -9.21
   18.75    -9.37
   19.28    -9.51
   19.81    -9.64
   20.35    -9.77
   20.88    -9.87
   21.41   -10.00
   21.94   -10.11
   22.47   -10.24
   23.01   -10.34
   23.54   -10.40
   24.07   -10.51
   24.60   -10.64
   25.13   -10.64
   25.66   -10.77
   26.20   -10.77
   26.73   -10.80
   27.26   -10.90
   27.79   -10.90
   28.32   -10.90
   28.86   -11.00
   29.39   -11.04
   29.92   -11.04
   30.45   -11.04
   30.98   -11.04
   31.52   -11.04
   32.05   -11.04
   32.58   -11.04
   33.11   -10.90
   33.64   -10.90
   34.18   -10.80
   34.71   -10.77
   35.24   -10.64
   35.77   -10.54
   36.30   -10.47
   36.83   -10.37
   37.37   -10.27
   37.90   -10.17
   38.43   -10.04
   38.96    -9.90
   39.49    -9.74
   40.03    -9.54
   40.56    -9.37
   41.09    -9.21
   41.62    -8.97
   42.15    -8.78
   42.69    -8.57
   43.22    -8.35
   43.75    -8.11
   44.28    -7.85
   44.81    -7.61
   45.35    -7.38
   45.88    -7.11
   46.41    -6.82
   46.94    -6.52
   47.47    -6.22
   48.00    -5.88
   48.54    -5.55
   49.07    -5.22
   49.60    -4.89
   50.13    -4.49
   50.66    -4.09
   51.20    -3.69
   51.73    -3.29
   52.26    -2.86
   52.79    -2.46
   53.32    -2.06
   53.86    -1.66
   54.39    -1.26
   54.92    -0.86
   55.47    -0.44
   55.71    -0.18