# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 45
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -23.78
# Trailing edge coordinates (mm): x= 63.25  y= 12.42
#
#  x(mm)    y(mm)
   10.18    -4.52
   10.51    -4.72
   11.04    -4.95
   11.57    -5.15
   12.10    -5.38
   12.63    -5.59
   13.17    -5.78
   13.70    -5.98
   14.23    -6.18
   14.76    -6.35
   15.29    -6.52
   15.82    -6.68
   16.36    -6.85
   16.89    -6.98
   17.42    -7.11
   17.95    -7.21
   18.48    -7.31
   19.02    -7.45
   19.55    -7.55
   20.08    -7.61
   20.61    -7.71
   21.14    -7.78
   21.68    -7.85
   22.21    -7.95
   22.74    -7.98
   23.27    -8.01
   23.80    -8.11
   24.34    -8.11
   24.87    -8.11
   25.40    -8.11
   25.93    -8.11
   26.46    -8.11
   26.99    -8.11
   27.53    -8.11
   28.06    -8.11
   28.59    -8.01
   29.12    -7.98
   29.65    -7.88
   30.19    -7.85
   30.72    -7.71
   31.25    -7.64
   31.78    -7.55
   32.31    -7.45
   32.85    -7.31
   33.38    -7.21
   33.91    -7.11
   34.44    -6.98
   34.97    -6.81
   35.51    -6.62
   36.04    -6.41
   36.57    -6.22
   37.10    -6.01
   37.63    -5.78
   38.16    -5.52
   38.70    -5.29
   39.23    -5.05
   39.76    -4.79
   40.29    -4.59
   40.82    -4.32
   41.36    -4.02
   41.89    -3.72
   42.42    -3.46
   42.95    -3.16
   43.48    -2.79
   44.02    -2.43
   44.55    -2.13
   45.08    -1.79
   45.61    -1.46
   46.14    -1.10
   46.67    -0.70
   47.21    -0.37
   47.74     0.03
   48.27     0.40
   48.80     0.80
   49.33     1.20
   49.87     1.63
   50.40     2.03
   50.93     2.46
   51.46     2.86
   51.99     3.32
   52.53     3.76
   53.06     4.19
   53.59     4.59
   54.12     5.02
   54.65     5.45
   55.18     5.91
   55.37     6.10