# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 55
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -26.95
# Trailing edge coordinates (mm): x= 63.33  y= 9.90
#
#  x(mm)    y(mm)
   10.04    -5.32
   10.37    -5.45
   10.90    -5.72
   11.44    -5.98
   11.97    -6.18
   12.50    -6.45
   13.03    -6.65
   13.56    -6.85
   14.10    -7.11
   14.63    -7.31
   15.16    -7.51
   15.69    -7.64
   16.22    -7.81
   16.76    -7.98
   17.29    -8.11
   17.82    -8.25
   18.35    -8.38
   18.88    -8.48
   19.42    -8.61
   19.95    -8.71
   20.48    -8.78
   21.01    -8.91
   21.54    -8.97
   22.07    -9.04
   22.61    -9.11
   23.14    -9.18
   23.67    -9.24
   24.20    -9.31
   24.73    -9.31
   25.27    -9.31
   25.80    -9.44
   26.33    -9.44
   26.86    -9.44
   27.39    -9.44
   27.93    -9.44
   28.46    -9.44
   28.99    -9.44
   29.52    -9.44
   30.05    -9.37
   30.58    -9.31
   31.12    -9.31
   31.65    -9.18
   32.18    -9.11
   32.71    -9.04
   33.24    -8.91
   33.78    -8.74
   34.31    -8.61
   34.84    -8.48
   35.37    -8.31
   35.90    -8.14
   36.44    -8.01
   36.97    -7.78
   37.50    -7.61
   38.03    -7.38
   38.56    -7.18
   39.10    -6.98
   39.63    -6.78
   40.16    -6.58
   40.69    -6.31
   41.22    -6.05
   41.75    -5.82
   42.29    -5.59
   42.82    -5.32
   43.35    -5.05
   43.88    -4.72
   44.41    -4.42
   44.95    -4.12
   45.48    -3.82
   46.01    -3.46
   46.54    -3.12
   47.07    -2.79
   47.61    -2.43
   48.14    -2.06
   48.67    -1.66
   49.20    -1.26
   49.73    -0.86
   50.27    -0.47
   50.80    -0.07
   51.33     0.33
   51.86     0.73
   52.39     1.20
   52.92     1.66
   53.46     2.06
   53.99     2.53
   54.52     2.99
   55.05     3.39
   55.36     3.69