# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 110
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -22.00
# Trailing edge coordinates (mm): x= 67.36  y= -7.44
#
#  x(mm)    y(mm)
   10.44    -4.26
   10.77    -4.39
   11.30    -4.59
   11.84    -4.85
   12.37    -5.12
   12.90    -5.32
   13.43    -5.59
   13.96    -5.78
   14.50    -6.05
   15.03    -6.25
   15.56    -6.45
   16.09    -6.71
   16.62    -6.92
   17.15    -7.18
   17.69    -7.38
   18.22    -7.64
   18.75    -7.85
   19.28    -8.11
   19.81    -8.31
   20.35    -8.57
   20.88    -8.81
   21.41    -9.01
   21.94    -9.24
   22.47    -9.47
   23.01    -9.68
   23.54    -9.90
   24.07   -10.11
   24.60   -10.30
   25.13   -10.57
   25.66   -10.77
   26.20   -10.97
   26.73   -11.20
   27.26   -11.40
   27.79   -11.60
   28.32   -11.80
   28.86   -12.00
   29.39   -12.16
   29.92   -12.33
   30.45   -12.53
   30.98   -12.70
   31.52   -12.83
   32.05   -13.00
   32.58   -13.17
   33.11   -13.30
   33.64   -13.43
   34.18   -13.56
   34.71   -13.66
   35.24   -13.73
   35.77   -13.83
   36.30   -13.93
   36.83   -13.99
   37.37   -14.10
   37.90   -14.13
   38.43   -14.23
   38.96   -14.23
   39.49   -14.29
   40.03   -14.36
   40.56   -14.36
   41.09   -14.36
   41.62   -14.50
   42.15   -14.50
   42.69   -14.50
   43.22   -14.50
   43.75   -14.50
   44.28   -14.50
   44.81   -14.39
   45.35   -14.36
   45.88   -14.26
   46.41   -14.23
   46.94   -14.10
   47.47   -14.10
   48.00   -13.96
   48.54   -13.89
   49.07   -13.80
   49.60   -13.66
   50.13   -13.53
   50.66   -13.40
   51.20   -13.23
   51.73   -13.10
   52.26   -12.93
   52.79   -12.80
   53.32   -12.60
   53.86   -12.43
   54.39   -12.26
   54.92   -12.07
   55.45   -11.90
   55.98   -11.73
   56.52   -11.54
   57.05   -11.37
   57.60   -11.15
   57.87   -10.95