# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 115
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -20.76
# Trailing edge coordinates (mm): x= 67.87  y= -9.46
#
#  x(mm)    y(mm)
   10.58    -4.12
   10.90    -4.22
   11.44    -4.45
   11.97    -4.66
   12.50    -4.89
   13.03    -5.12
   13.56    -5.35
   14.10    -5.55
   14.63    -5.78
   15.16    -6.01
   15.69    -6.25
   16.22    -6.45
   16.76    -6.68
   17.29    -6.92
   17.82    -7.11
   18.35    -7.34
   18.88    -7.55
   19.42    -7.78
   19.95    -8.01
   20.48    -8.21
   21.01    -8.44
   21.54    -8.64
   22.07    -8.88
   22.61    -9.11
   23.14    -9.31
   23.67    -9.51
   24.20    -9.74
   24.73    -9.94
   25.27   -10.17
   25.80   -10.40
   26.33   -10.61
   26.86   -10.83
   27.39   -11.04
   27.93   -11.23
   28.46   -11.47
   28.99   -11.63
   29.52   -11.87
   30.05   -12.03
   30.58   -12.23
   31.12   -12.43
   31.65   -12.60
   32.18   -12.80
   32.71   -12.96
   33.24   -13.13
   33.78   -13.27
   34.31   -13.43
   34.84   -13.56
   35.37   -13.70
   35.90   -13.80
   36.44   -13.89
   36.97   -13.96
   37.50   -14.10
   38.03   -14.16
   38.56   -14.23
   39.10   -14.36
   39.63   -14.43
   40.16   -14.50
   40.69   -14.50
   41.22   -14.56
   41.75   -14.63
   42.29   -14.63
   42.82   -14.63
   43.35   -14.66
   43.88   -14.76
   44.41   -14.76
   44.95   -14.76
   45.48   -14.76
   46.01   -14.69
   46.54   -14.63
   47.07   -14.63
   47.61   -14.60
   48.14   -14.50
   48.67   -14.43
   49.20   -14.36
   49.73   -14.26
   50.27   -14.20
   50.80   -14.10
   51.33   -13.96
   51.86   -13.89
   52.39   -13.80
   52.92   -13.70
   53.46   -13.56
   53.99   -13.43
   54.52   -13.30
   55.05   -13.17
   55.58   -13.03
   56.12   -12.87
   56.65   -12.73
   57.18   -12.60
   57.71   -12.47
   58.16   -12.31