# FSI Induced Oscillation of a Flexible Structure - TL1 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 20
#
# Inlet velocity (m/s): 0.68
# Frequency of the motion: (Hz): 4.45
# Front body angle of attack (deg): -11.24
# Trailing edge coordinates (mm): x= 63.03  y= 18.83
#
#  x(mm)    y(mm)
   11.24    -2.26
   11.57    -2.26
   12.10    -2.39
   12.63    -2.53
   13.17    -2.63
   13.70    -2.69
   14.23    -2.79
   14.76    -2.89
   15.29    -2.96
   15.82    -3.06
   16.36    -3.19
   16.89    -3.26
   17.42    -3.36
   17.95    -3.46
   18.48    -3.56
   19.02    -3.59
   19.55    -3.69
   20.08    -3.72
   20.61    -3.79
   21.14    -3.86
   21.68    -3.86
   22.21    -3.99
   22.74    -3.99
   23.27    -3.99
   23.80    -3.99
   24.34    -3.99
   24.87    -3.99
   25.40    -3.99
   25.93    -3.99
   26.46    -3.99
   26.99    -3.99
   27.53    -3.99
   28.06    -3.92
   28.59    -3.86
   29.12    -3.82
   29.65    -3.72
   30.19    -3.69
   30.72    -3.59
   31.25    -3.52
   31.78    -3.46
   32.31    -3.33
   32.85    -3.22
   33.38    -3.06
   33.91    -2.93
   34.44    -2.76
   34.97    -2.59
   35.51    -2.36
   36.04    -2.19
   36.57    -2.00
   37.10    -1.79
   37.63    -1.60
   38.16    -1.39
   38.70    -1.13
   39.23    -0.86
   39.76    -0.67
   40.29    -0.40
   40.82    -0.10
   41.36     0.20
   41.89     0.47
   42.42     0.76
   42.95     1.10
   43.48     1.43
   44.02     1.76
   44.55     2.16
   45.08     2.56
   45.61     2.96
   46.14     3.36
   46.67     3.76
   47.21     4.19
   47.74     4.59
   48.27     5.02
   48.80     5.45
   49.33     5.92
   49.87     6.32
   50.40     6.85
   50.93     7.25
   51.46     7.78
   51.99     8.31
   52.53     8.71
   53.06     9.24
   53.59     9.77
   54.12    10.31
   54.65    10.84
   55.19    11.24
   55.78    11.94