# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 40
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -21.69
# Trailing edge coordinates (mm): x= 63.20  y= 13.72
#
#  x(mm)    y(mm)
   10.31    -4.26
   10.64    -4.32
   11.17    -4.59
   11.70    -4.76
   12.23    -4.95
   12.77    -5.12
   13.30    -5.29
   13.83    -5.52
   14.36    -5.69
   14.89    -5.88
   15.43    -6.01
   15.96    -6.18
   16.49    -6.31
   17.02    -6.45
   17.55    -6.58
   18.09    -6.68
   18.62    -6.81
   19.15    -6.92
   19.68    -7.02
   20.21    -7.05
   20.74    -7.18
   21.28    -7.18
   21.81    -7.21
   22.34    -7.31
   22.87    -7.31
   23.40    -7.31
   23.94    -7.34
   24.47    -7.45
   25.00    -7.45
   25.53    -7.45
   26.06    -7.45
   26.60    -7.45
   27.13    -7.45
   27.66    -7.45
   28.19    -7.45
   28.72    -7.34
   29.26    -7.31
   29.79    -7.31
   30.32    -7.18
   30.85    -7.08
   31.38    -6.98
   31.91    -6.88
   32.45    -6.78
   32.98    -6.65
   33.51    -6.52
   34.04    -6.38
   34.57    -6.22
   35.11    -6.05
   35.64    -5.88
   36.17    -5.69
   36.70    -5.45
   37.23    -5.25
   37.77    -4.98
   38.30    -4.72
   38.83    -4.45
   39.36    -4.19
   39.89    -3.89
   40.43    -3.59
   40.96    -3.33
   41.49    -3.06
   42.02    -2.69
   42.55    -2.39
   43.08    -2.03
   43.62    -1.70
   44.15    -1.33
   44.68    -0.96
   45.21    -0.63
   45.74    -0.23
   46.28     0.16
   46.81     0.56
   47.34     0.96
   47.87     1.40
   48.40     1.79
   48.94     2.23
   49.47     2.66
   50.00     3.09
   50.53     3.52
   51.06     3.92
   51.59     4.32
   52.13     4.75
   52.66     5.19
   53.19     5.65
   53.72     6.05
   54.25     6.51
   54.79     6.95
   55.47     7.41