# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 35
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -19.36
# Trailing edge coordinates (mm): x= 63.09  y= 15.11
#
#  x(mm)    y(mm)
   10.58    -3.72
   10.90    -3.82
   11.44    -4.02
   11.97    -4.19
   12.50    -4.39
   13.03    -4.59
   13.56    -4.76
   14.10    -4.92
   14.63    -5.08
   15.16    -5.22
   15.69    -5.35
   16.22    -5.48
   16.76    -5.59
   17.29    -5.72
   17.82    -5.85
   18.35    -5.95
   18.88    -6.01
   19.42    -6.12
   19.95    -6.22
   20.48    -6.25
   21.01    -6.38
   21.54    -6.45
   22.07    -6.52
   22.61    -6.52
   23.14    -6.55
   23.67    -6.65
   24.20    -6.65
   24.73    -6.65
   25.27    -6.65
   25.80    -6.65
   26.33    -6.65
   26.86    -6.65
   27.39    -6.62
   27.93    -6.52
   28.46    -6.52
   28.99    -6.38
   29.52    -6.38
   30.05    -6.25
   30.58    -6.22
   31.12    -6.12
   31.65    -6.01
   32.18    -5.91
   32.71    -5.78
   33.24    -5.65
   33.78    -5.52
   34.31    -5.38
   34.84    -5.19
   35.37    -5.02
   35.90    -4.85
   36.44    -4.62
   36.97    -4.45
   37.50    -4.22
   38.03    -3.99
   38.56    -3.72
   39.10    -3.46
   39.63    -3.19
   40.16    -2.93
   40.69    -2.66
   41.22    -2.32
   41.75    -2.06
   42.29    -1.79
   42.82    -1.46
   43.35    -1.13
   43.88    -0.80
   44.41    -0.43
   44.95    -0.07
   45.48     0.30
   46.01     0.66
   46.54     1.06
   47.07     1.46
   47.61     1.86
   48.14     2.29
   48.67     2.73
   49.20     3.12
   49.73     3.59
   50.27     4.02
   50.80     4.45
   51.33     4.85
   51.86     5.32
   52.39     5.78
   52.92     6.25
   53.46     6.71
   53.99     7.15
   54.52     7.65
   55.05     8.04
   55.56     8.67