# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 25
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -14.05
# Trailing edge coordinates (mm): x= 63.10  y= 17.52
#
#  x(mm)    y(mm)
   10.97    -2.79
   11.30    -2.82
   11.84    -2.96
   12.37    -3.09
   12.90    -3.22
   13.43    -3.36
   13.96    -3.49
   14.50    -3.59
   15.03    -3.72
   15.56    -3.79
   16.09    -3.86
   16.62    -3.99
   17.15    -4.02
   17.69    -4.12
   18.22    -4.22
   18.75    -4.29
   19.28    -4.39
   19.81    -4.45
   20.35    -4.52
   20.88    -4.59
   21.41    -4.66
   21.94    -4.66
   22.47    -4.79
   23.01    -4.79
   23.54    -4.79
   24.07    -4.89
   24.60    -4.92
   25.13    -4.92
   25.66    -4.92
   26.20    -4.92
   26.73    -4.92
   27.26    -4.92
   27.79    -4.92
   28.32    -4.89
   28.86    -4.79
   29.39    -4.76
   29.92    -4.66
   30.45    -4.59
   30.98    -4.52
   31.52    -4.39
   32.05    -4.26
   32.58    -4.12
   33.11    -3.99
   33.64    -3.82
   34.18    -3.65
   34.71    -3.49
   35.24    -3.26
   35.77    -3.06
   36.30    -2.86
   36.83    -2.63
   37.37    -2.39
   37.90    -2.13
   38.43    -1.86
   38.96    -1.60
   39.49    -1.33
   40.03    -1.06
   40.56    -0.73
   41.09    -0.40
   41.62    -0.06
   42.15     0.26
   42.69     0.63
   43.22     0.96
   43.75     1.33
   44.28     1.69
   44.81     2.03
   45.35     2.39
   45.88     2.79
   46.41     3.16
   46.94     3.56
   47.47     3.96
   48.00     4.35
   48.54     4.79
   49.07     5.25
   49.60     5.65
   50.13     6.12
   50.66     6.58
   51.20     6.98
   51.73     7.45
   52.26     7.91
   52.79     8.44
   53.32     8.84
   53.86     9.37
   54.39     9.91
   54.92    10.31
   55.57    10.93