# FSI Induced Oscillation of a Flexible Structure - LL2 Model
#  Pereira Gomes & Lienhart
#
# Structure deflections, phase angle= 180
#
# Inlet velocity (m/s): 1.45
# Frequency of the motion: (Hz): 13.58
# Front body angle of attack (deg): -0.22
# Trailing edge coordinates (mm): x= 59.95  y= 16.10
#
#  x(mm)    y(mm)
   11.18    -0.01
   11.50    -0.01
   12.00    -0.01
   12.51    -0.01
   13.01    -0.13
   13.52    -0.13
   14.02    -0.19
   14.53    -0.26
   15.03    -0.38
   15.54    -0.47
   16.04    -0.54
   16.55    -0.64
   17.05    -0.76
   17.56    -0.89
   18.06    -1.05
   18.56    -1.17
   19.07    -1.33
   19.57    -1.48
   20.08    -1.65
   20.58    -1.80
   21.09    -1.96
   21.59    -2.08
   22.10    -2.21
   22.60    -2.34
   23.11    -2.46
   23.61    -2.59
   24.12    -2.69
   24.62    -2.81
   25.13    -2.91
   25.63    -3.03
   26.14    -3.12
   26.64    -3.19
   27.14    -3.29
   27.65    -3.38
   28.15    -3.47
   28.66    -3.57
   29.16    -3.66
   29.67    -3.69
   30.17    -3.79
   30.68    -3.79
   31.18    -3.85
   31.69    -3.92
   32.19    -3.92
   32.69    -3.92
   33.20    -3.92
   33.70    -3.92
   34.21    -3.92
   34.72    -3.92
   35.22    -3.92
   35.72    -3.92
   36.23    -3.92
   36.73    -3.92
   37.24    -3.92
   37.74    -3.92
   38.25    -3.88
   38.75    -3.79
   39.26    -3.79
   39.76    -3.79
   40.27    -3.72
   40.77    -3.66
   41.27    -3.66
   41.78    -3.57
   42.28    -3.54
   42.79    -3.44
   43.30    -3.38
   43.80    -3.29
   44.30    -3.16
   44.81    -3.03
   45.31    -2.87
   45.82    -2.75
   46.32    -2.59
   46.83    -2.40
   47.33    -2.21
   47.84    -2.02
   48.34    -1.83
   48.85    -1.58
   49.35    -1.33
   49.85    -1.08
   50.36    -0.79
   50.86    -0.47
   51.37    -0.13
   51.87     0.25
   52.38     0.63
   52.88     1.07
   53.39     1.57
   53.89     2.11
   54.40     2.77
   54.90     3.50
   55.41     4.41
   55.91     5.42
   56.48     6.68