# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 180
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): 0.00
# Trailing edge coordinates (mm): x= 63.72  y= -23.15
#
#  x(mm)    y(mm)
   11.51     0.00
   11.84     0.00
   12.37     0.00
   12.90     0.00
   13.43     0.00
   13.96     0.00
   14.50     0.00
   15.03     0.00
   15.56     0.00
   16.09     0.00
   16.62     0.00
   17.15     0.00
   17.69    -0.03
   18.22    -0.13
   18.75    -0.13
   19.28    -0.13
   19.81    -0.13
   20.35    -0.13
   20.88    -0.13
   21.41    -0.13
   21.94    -0.13
   22.47    -0.13
   23.01    -0.13
   23.54    -0.13
   24.07    -0.13
   24.60    -0.13
   25.13    -0.23
   25.66    -0.27
   26.20    -0.27
   26.73    -0.30
   27.26    -0.40
   27.79    -0.40
   28.32    -0.50
   28.86    -0.53
   29.39    -0.67
   29.92    -0.80
   30.45    -0.90
   30.98    -1.03
   31.52    -1.16
   32.05    -1.30
   32.58    -1.49
   33.11    -1.63
   33.64    -1.79
   34.18    -1.93
   34.71    -2.16
   35.24    -2.36
   35.77    -2.56
   36.30    -2.72
   36.83    -2.96
   37.37    -3.12
   37.90    -3.39
   38.43    -3.65
   38.96    -3.92
   39.49    -4.19
   40.03    -4.39
   40.56    -4.66
   41.09    -4.92
   41.62    -5.19
   42.15    -5.45
   42.69    -5.72
   43.22    -5.98
   43.75    -6.25
   44.28    -6.55
   44.81    -6.88
   45.35    -7.21
   45.88    -7.58
   46.41    -7.88
   46.94    -8.25
   47.47    -8.61
   48.00    -8.98
   48.54    -9.38
   49.07    -9.77
   49.60   -10.17
   50.13   -10.57
   50.66   -10.97
   51.20   -11.37
   51.73   -11.84
   52.26   -12.27
   52.79   -12.70
   53.32   -13.10
   53.86   -13.63
   54.39   -14.03
   54.92   -14.56
   55.45   -14.99
   55.98   -15.49
   56.65   -16.09