# FSI Induced Oscillation of a Flexible Structure - TL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 100 # # Inlet velocity (m/s): 0.68 # Frequency of the motion: (Hz): 4.45 # Front body angle of attack (deg): -24.40 # Trailing edge coordinates (mm): x= 66.21 y= -3.54 # # x(mm) y(mm) 10.04 -4.79 10.37 -4.92 10.90 -5.19 11.44 -5.45 11.97 -5.65 12.50 -5.91 13.03 -6.12 13.56 -6.35 14.10 -6.58 14.63 -6.81 15.16 -7.05 15.69 -7.28 16.22 -7.51 16.76 -7.74 17.29 -7.95 17.82 -8.18 18.35 -8.41 18.88 -8.61 19.42 -8.84 19.95 -9.04 20.48 -9.28 21.01 -9.51 21.54 -9.71 22.07 -9.90 22.61 -10.14 23.14 -10.30 23.67 -10.54 24.20 -10.74 24.73 -10.93 25.27 -11.14 25.80 -11.33 26.33 -11.54 26.86 -11.73 27.39 -11.87 27.93 -12.03 28.46 -12.20 28.99 -12.33 29.52 -12.50 30.05 -12.63 30.58 -12.77 31.12 -12.90 31.65 -13.03 32.18 -13.13 32.71 -13.27 33.24 -13.33 33.78 -13.43 34.31 -13.53 34.84 -13.56 35.37 -13.70 35.90 -13.70 36.44 -13.70 36.97 -13.76 37.50 -13.83 38.03 -13.83 38.56 -13.83 39.10 -13.83 39.63 -13.83 40.16 -13.83 40.69 -13.83 41.22 -13.73 41.75 -13.70 42.29 -13.70 42.82 -13.59 43.35 -13.56 43.88 -13.46 44.41 -13.40 44.95 -13.30 45.48 -13.20 46.01 -13.10 46.54 -12.96 47.07 -12.83 47.61 -12.70 48.14 -12.53 48.67 -12.40 49.20 -12.20 49.73 -12.03 50.27 -11.80 50.80 -11.63 51.33 -11.44 51.86 -11.17 52.39 -10.90 52.92 -10.64 53.46 -10.37 53.99 -10.11 54.52 -9.84 55.05 -9.51 55.58 -9.24 56.12 -8.94 56.65 -8.64 57.30 -8.33