# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 185
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): 2.82
# Trailing edge coordinates (mm): x= 63.55  y= -22.64
#
#  x(mm)    y(mm)
   11.51     0.53
   11.84     0.53
   12.37     0.53
   12.90     0.53
   13.43     0.53
   13.96     0.53
   14.50     0.53
   15.03     0.53
   15.56     0.53
   16.09     0.63
   16.62     0.66
   17.15     0.66
   17.69     0.66
   18.22     0.66
   18.75     0.66
   19.28     0.66
   19.81     0.66
   20.35     0.77
   20.88     0.80
   21.41     0.80
   21.94     0.80
   22.47     0.80
   23.01     0.80
   23.54     0.80
   24.07     0.77
   24.60     0.66
   25.13     0.66
   25.66     0.66
   26.20     0.56
   26.73     0.53
   27.26     0.50
   27.79     0.40
   28.32     0.30
   28.86     0.23
   29.39     0.13
   29.92     0.03
   30.45    -0.06
   30.98    -0.16
   31.52    -0.27
   32.05    -0.40
   32.58    -0.50
   33.11    -0.63
   33.64    -0.77
   34.18    -0.90
   34.71    -1.03
   35.24    -1.23
   35.77    -1.39
   36.30    -1.56
   36.83    -1.79
   37.37    -1.96
   37.90    -2.16
   38.43    -2.39
   38.96    -2.66
   39.49    -2.93
   40.03    -3.19
   40.56    -3.46
   41.09    -3.72
   41.62    -3.99
   42.15    -4.29
   42.69    -4.59
   43.22    -4.92
   43.75    -5.25
   44.28    -5.59
   44.81    -5.95
   45.35    -6.32
   45.88    -6.68
   46.41    -7.05
   46.94    -7.41
   47.47    -7.81
   48.00    -8.18
   48.54    -8.58
   49.07    -9.01
   49.60    -9.44
   50.13    -9.87
   50.66   -10.31
   51.20   -10.70
   51.73   -11.14
   52.26   -11.64
   52.79   -12.03
   53.32   -12.57
   53.86   -12.97
   54.39   -13.50
   54.92   -14.03
   55.45   -14.56
   55.98   -15.09
   56.37   -15.55