# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 190
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): 5.58
# Trailing edge coordinates (mm): x= 63.35  y= -21.50
#
#  x(mm)    y(mm)
   11.37     0.93
   11.70     1.03
   12.23     1.06
   12.77     1.06
   13.30     1.06
   13.83     1.10
   14.36     1.20
   14.89     1.20
   15.43     1.20
   15.96     1.20
   16.49     1.30
   17.02     1.33
   17.55     1.33
   18.09     1.33
   18.62     1.40
   19.15     1.46
   19.68     1.46
   20.21     1.46
   20.74     1.46
   21.28     1.59
   21.81     1.59
   22.34     1.59
   22.87     1.59
   23.40     1.59
   23.94     1.59
   24.47     1.59
   25.00     1.59
   25.53     1.59
   26.06     1.46
   26.60     1.46
   27.13     1.46
   27.66     1.43
   28.19     1.33
   28.72     1.33
   29.26     1.20
   29.79     1.17
   30.32     1.06
   30.85     0.96
   31.38     0.90
   31.91     0.80
   32.45     0.66
   32.98     0.50
   33.51     0.37
   34.04     0.23
   34.57     0.07
   35.11    -0.06
   35.64    -0.23
   36.17    -0.46
   36.70    -0.63
   37.23    -0.83
   37.77    -1.06
   38.30    -1.33
   38.83    -1.60
   39.36    -1.86
   39.89    -2.13
   40.43    -2.43
   40.96    -2.72
   41.49    -3.06
   42.02    -3.33
   42.55    -3.69
   43.08    -4.02
   43.62    -4.39
   44.15    -4.76
   44.68    -5.09
   45.21    -5.45
   45.74    -5.82
   46.28    -6.18
   46.81    -6.55
   47.34    -6.95
   47.87    -7.35
   48.40    -7.75
   48.94    -8.18
   49.47    -8.61
   50.00    -9.08
   50.53    -9.51
   51.06   -10.01
   51.59   -10.44
   52.13   -10.94
   52.66   -11.37
   53.19   -11.90
   53.72   -12.33
   54.25   -12.83
   54.79   -13.36
   55.32   -13.86
   55.85   -14.30
   56.24   -14.62