# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 95
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -25.56
# Trailing edge coordinates (mm): x= 65.52  y= -1.76
#
#  x(mm)    y(mm)
   10.04    -4.92
   10.37    -5.12
   10.90    -5.38
   11.44    -5.65
   11.97    -5.91
   12.50    -6.15
   13.03    -6.38
   13.56    -6.65
   14.10    -6.92
   14.63    -7.11
   15.16    -7.38
   15.69    -7.61
   16.22    -7.85
   16.76    -8.08
   17.29    -8.31
   17.82    -8.51
   18.35    -8.74
   18.88    -8.97
   19.42    -9.18
   19.95    -9.37
   20.48    -9.58
   21.01    -9.77
   21.54   -10.00
   22.07   -10.17
   22.61   -10.40
   23.14   -10.57
   23.67   -10.77
   24.20   -10.97
   24.73   -11.14
   25.27   -11.33
   25.80   -11.50
   26.33   -11.67
   26.86   -11.80
   27.39   -12.00
   27.93   -12.16
   28.46   -12.30
   28.99   -12.43
   29.52   -12.56
   30.05   -12.70
   30.58   -12.77
   31.12   -12.90
   31.65   -12.96
   32.18   -13.03
   32.71   -13.17
   33.24   -13.17
   33.78   -13.27
   34.31   -13.30
   34.84   -13.40
   35.37   -13.43
   35.90   -13.43
   36.44   -13.43
   36.97   -13.43
   37.50   -13.43
   38.03   -13.43
   38.56   -13.43
   39.10   -13.43
   39.63   -13.43
   40.16   -13.43
   40.69   -13.30
   41.22   -13.30
   41.75   -13.27
   42.29   -13.17
   42.82   -13.10
   43.35   -13.03
   43.88   -12.90
   44.41   -12.77
   44.95   -12.63
   45.48   -12.50
   46.01   -12.33
   46.54   -12.20
   47.07   -12.03
   47.61   -11.84
   48.14   -11.63
   48.67   -11.40
   49.20   -11.20
   49.73   -10.97
   50.27   -10.74
   50.80   -10.51
   51.33   -10.27
   51.86   -10.04
   52.39    -9.77
   52.92    -9.51
   53.46    -9.21
   53.99    -8.91
   54.52    -8.57
   55.05    -8.25
   55.58    -7.95
   56.12    -7.61
   56.66    -7.31
   56.90    -7.19