# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 170
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -4.66
# Trailing edge coordinates (mm): x= 64.37  y= -24.26
#
#  x(mm)    y(mm)
   11.37    -0.93
   11.70    -0.93
   12.23    -0.96
   12.77    -1.06
   13.30    -1.06
   13.83    -1.16
   14.36    -1.20
   14.89    -1.20
   15.43    -1.33
   15.96    -1.33
   16.49    -1.33
   17.02    -1.46
   17.55    -1.46
   18.09    -1.53
   18.62    -1.60
   19.15    -1.63
   19.68    -1.73
   20.21    -1.73
   20.74    -1.86
   21.28    -1.86
   21.81    -1.96
   22.34    -2.00
   22.87    -2.06
   23.40    -2.13
   23.94    -2.13
   24.47    -2.23
   25.00    -2.26
   25.53    -2.26
   26.06    -2.39
   26.60    -2.42
   27.13    -2.53
   27.66    -2.56
   28.19    -2.66
   28.72    -2.76
   29.26    -2.82
   29.79    -2.93
   30.32    -3.03
   30.85    -3.09
   31.38    -3.22
   31.91    -3.36
   32.45    -3.49
   32.98    -3.62
   33.51    -3.79
   34.04    -3.92
   34.57    -4.15
   35.11    -4.29
   35.64    -4.45
   36.17    -4.66
   36.70    -4.85
   37.23    -5.08
   37.77    -5.29
   38.30    -5.52
   38.83    -5.75
   39.36    -5.95
   39.89    -6.18
   40.43    -6.45
   40.96    -6.71
   41.49    -6.98
   42.02    -7.24
   42.55    -7.58
   43.08    -7.85
   43.62    -8.11
   44.15    -8.38
   44.68    -8.71
   45.21    -8.97
   45.74    -9.31
   46.28    -9.58
   46.81    -9.87
   47.34   -10.24
   47.87   -10.54
   48.40   -10.90
   48.94   -11.20
   49.47   -11.57
   50.00   -11.90
   50.53   -12.23
   51.06   -12.60
   51.59   -13.00
   52.13   -13.36
   52.66   -13.76
   53.19   -14.16
   53.72   -14.56
   54.25   -14.96
   54.79   -15.46
   55.32   -15.89
   55.85   -16.39
   56.38   -16.82
   56.95   -17.43