# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 90
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -26.60
# Trailing edge coordinates (mm): x= 65.16  y= -0.05
#
#  x(mm)    y(mm)
   10.04    -5.32
   10.37    -5.45
   10.90    -5.72
   11.44    -5.98
   11.97    -6.25
   12.50    -6.52
   13.03    -6.71
   13.56    -6.98
   14.10    -7.24
   14.63    -7.51
   15.16    -7.71
   15.69    -7.95
   16.22    -8.18
   16.76    -8.38
   17.29    -8.61
   17.82    -8.84
   18.35    -9.07
   18.88    -9.24
   19.42    -9.47
   19.95    -9.64
   20.48    -9.81
   21.01   -10.04
   21.54   -10.21
   22.07   -10.40
   22.61   -10.57
   23.14   -10.74
   23.67   -10.93
   24.20   -11.10
   24.73   -11.27
   25.27   -11.40
   25.80   -11.57
   26.33   -11.70
   26.86   -11.84
   27.39   -11.97
   27.93   -12.07
   28.46   -12.20
   28.99   -12.30
   29.52   -12.40
   30.05   -12.50
   30.58   -12.60
   31.12   -12.63
   31.65   -12.77
   32.18   -12.77
   32.71   -12.90
   33.24   -12.90
   33.78   -12.93
   34.31   -13.03
   34.84   -13.03
   35.37   -13.03
   35.90   -13.03
   36.44   -13.03
   36.97   -13.03
   37.50   -13.03
   38.03   -13.03
   38.56   -12.93
   39.10   -12.90
   39.63   -12.90
   40.16   -12.77
   40.69   -12.73
   41.22   -12.63
   41.75   -12.53
   42.29   -12.47
   42.82   -12.37
   43.35   -12.23
   43.88   -12.10
   44.41   -11.94
   44.95   -11.77
   45.48   -11.60
   46.01   -11.40
   46.54   -11.20
   47.07   -11.00
   47.61   -10.80
   48.14   -10.57
   48.67   -10.37
   49.20   -10.11
   49.73    -9.90
   50.27    -9.64
   50.80    -9.34
   51.33    -9.04
   51.86    -8.78
   52.39    -8.44
   52.92    -8.11
   53.46    -7.81
   53.99    -7.48
   54.52    -7.18
   55.05    -6.82
   55.58    -6.52
   56.12    -6.15
   56.69    -5.70