# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 50
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -25.56
# Trailing edge coordinates (mm): x= 63.22  y= 11.23
#
#  x(mm)    y(mm)
   10.18    -5.05
   10.51    -5.19
   11.04    -5.45
   11.57    -5.69
   12.10    -5.91
   12.63    -6.12
   13.17    -6.31
   13.70    -6.48
   14.23    -6.71
   14.76    -6.88
   15.29    -7.08
   15.82    -7.24
   16.36    -7.38
   16.89    -7.51
   17.42    -7.64
   17.95    -7.78
   18.48    -7.91
   19.02    -8.01
   19.55    -8.14
   20.08    -8.25
   20.61    -8.38
   21.14    -8.41
   21.68    -8.51
   22.21    -8.51
   22.74    -8.61
   23.27    -8.64
   23.80    -8.64
   24.34    -8.64
   24.87    -8.78
   25.40    -8.78
   25.93    -8.78
   26.46    -8.78
   26.99    -8.78
   27.53    -8.67
   28.06    -8.64
   28.59    -8.64
   29.12    -8.64
   29.65    -8.54
   30.19    -8.51
   30.72    -8.48
   31.25    -8.38
   31.78    -8.35
   32.31    -8.25
   32.85    -8.14
   33.38    -8.04
   33.91    -7.91
   34.44    -7.78
   34.97    -7.61
   35.51    -7.45
   36.04    -7.28
   36.57    -7.11
   37.10    -6.95
   37.63    -6.71
   38.16    -6.55
   38.70    -6.31
   39.23    -6.08
   39.76    -5.85
   40.29    -5.65
   40.82    -5.38
   41.36    -5.12
   41.89    -4.79
   42.42    -4.52
   42.95    -4.19
   43.48    -3.86
   44.02    -3.56
   44.55    -3.19
   45.08    -2.89
   45.61    -2.53
   46.14    -2.13
   46.67    -1.76
   47.21    -1.40
   47.74    -1.03
   48.27    -0.67
   48.80    -0.27
   49.33     0.13
   49.87     0.53
   50.40     1.00
   50.93     1.40
   51.46     1.86
   51.99     2.29
   52.53     2.73
   53.06     3.12
   53.59     3.56
   54.12     3.99
   54.65     4.42
   55.38     5.03