# FSI Induced Oscillation of a Flexible Structure - TL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 145 # # Inlet velocity (m/s): 0.68 # Frequency of the motion: (Hz): 4.45 # Front body angle of attack (deg): -13.60 # Trailing edge coordinates (mm): x= 67.59 y= -21.58 # # x(mm) y(mm) 10.97 -2.53 11.30 -2.66 11.84 -2.82 12.37 -2.96 12.90 -3.09 13.43 -3.22 13.96 -3.36 14.50 -3.49 15.03 -3.62 15.56 -3.75 16.09 -3.89 16.62 -4.05 17.15 -4.19 17.69 -4.32 18.22 -4.49 18.75 -4.62 19.28 -4.79 19.81 -4.95 20.35 -5.08 20.88 -5.22 21.41 -5.38 21.94 -5.52 22.47 -5.69 23.01 -5.88 23.54 -6.05 24.07 -6.18 24.60 -6.35 25.13 -6.55 25.66 -6.71 26.20 -6.88 26.73 -7.08 27.26 -7.24 27.79 -7.41 28.32 -7.61 28.86 -7.78 29.39 -8.01 29.92 -8.18 30.45 -8.38 30.98 -8.57 31.52 -8.74 32.05 -8.94 32.58 -9.11 33.11 -9.34 33.64 -9.51 34.18 -9.68 34.71 -9.87 35.24 -10.04 35.77 -10.21 36.30 -10.40 36.83 -10.57 37.37 -10.74 37.90 -10.87 38.43 -11.07 38.96 -11.23 39.49 -11.40 40.03 -11.54 40.56 -11.73 41.09 -11.90 41.62 -12.07 42.15 -12.20 42.69 -12.40 43.22 -12.53 43.75 -12.70 44.28 -12.87 44.81 -13.03 45.35 -13.20 45.88 -13.36 46.41 -13.49 46.94 -13.66 47.47 -13.86 48.00 -14.03 48.54 -14.20 49.07 -14.39 49.60 -14.56 50.13 -14.73 50.66 -14.92 51.20 -15.09 51.73 -15.26 52.26 -15.46 52.79 -15.62 53.32 -15.86 53.86 -16.02 54.39 -16.25 54.92 -16.46 55.45 -16.65 55.98 -16.86 56.52 -17.08 57.05 -17.29 57.58 -17.48 58.12 -17.72 58.34 -17.80