# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 155
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -10.62
# Trailing edge coordinates (mm): x= 66.20  y= -23.66
#
#  x(mm)    y(mm)
   11.11    -2.00
   11.44    -2.13
   11.97    -2.23
   12.50    -2.32
   13.03    -2.39
   13.56    -2.53
   14.10    -2.59
   14.63    -2.66
   15.16    -2.79
   15.69    -2.86
   16.22    -2.93
   16.76    -3.06
   17.29    -3.12
   17.82    -3.19
   18.35    -3.33
   18.88    -3.43
   19.42    -3.49
   19.95    -3.59
   20.48    -3.72
   21.01    -3.82
   21.54    -3.92
   22.07    -4.02
   22.61    -4.12
   23.14    -4.26
   23.67    -4.36
   24.20    -4.45
   24.73    -4.59
   25.27    -4.72
   25.80    -4.85
   26.33    -4.98
   26.86    -5.12
   27.39    -5.29
   27.93    -5.45
   28.46    -5.62
   28.99    -5.78
   29.52    -5.95
   30.05    -6.08
   30.58    -6.28
   31.12    -6.45
   31.65    -6.62
   32.18    -6.81
   32.71    -6.98
   33.24    -7.18
   33.78    -7.38
   34.31    -7.58
   34.84    -7.78
   35.37    -7.98
   35.90    -8.18
   36.44    -8.41
   36.97    -8.57
   37.50    -8.81
   38.03    -8.97
   38.56    -9.21
   39.10    -9.37
   39.63    -9.61
   40.16    -9.77
   40.69   -10.00
   41.22   -10.17
   41.75   -10.37
   42.29   -10.57
   42.82   -10.77
   43.35   -10.97
   43.88   -11.20
   44.41   -11.37
   44.95   -11.60
   45.48   -11.80
   46.01   -12.00
   46.54   -12.20
   47.07   -12.43
   47.61   -12.66
   48.14   -12.90
   48.67   -13.10
   49.20   -13.36
   49.73   -13.59
   50.27   -13.83
   50.80   -14.10
   51.33   -14.36
   51.86   -14.63
   52.39   -14.89
   52.92   -15.16
   53.46   -15.43
   53.99   -15.73
   54.52   -16.02
   55.05   -16.32
   55.58   -16.66
   56.12   -17.02
   56.65   -17.32
   57.18   -17.69
   57.74   -18.01