# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 300 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): 17.98 # Trailing edge coordinates (mm): x= 69.62 y= 11.78 # # x(mm) y(mm) 10.43 3.41 10.74 3.50 11.25 3.69 11.75 3.85 12.25 4.00 12.76 4.20 13.26 4.32 13.77 4.45 14.27 4.58 14.78 4.70 15.28 4.83 15.79 4.92 16.29 5.01 16.80 5.08 17.30 5.18 17.81 5.27 18.31 5.30 18.82 5.39 19.32 5.43 19.83 5.43 20.33 5.52 20.84 5.55 21.34 5.55 21.85 5.55 22.35 5.61 22.85 5.68 23.36 5.68 23.86 5.68 24.37 5.68 24.87 5.68 25.38 5.68 25.88 5.68 26.39 5.68 26.89 5.77 27.40 5.81 27.90 5.81 28.41 5.81 28.91 5.81 29.41 5.81 29.92 5.81 30.43 5.87 30.93 5.93 31.43 5.93 31.94 5.93 32.44 5.99 32.95 6.06 33.45 6.06 33.96 6.06 34.46 6.06 34.97 6.19 35.47 6.19 35.98 6.19 36.48 6.25 36.98 6.31 37.49 6.34 38.00 6.44 38.50 6.44 39.00 6.47 39.51 6.56 40.01 6.56 40.52 6.62 41.02 6.69 41.53 6.75 42.03 6.82 42.54 6.88 43.04 6.94 43.55 7.00 44.05 7.07 44.56 7.07 45.06 7.19 45.57 7.19 46.07 7.25 46.57 7.32 47.08 7.32 47.58 7.45 48.09 7.45 48.59 7.57 49.10 7.57 49.60 7.70 50.11 7.70 50.61 7.83 51.12 7.83 51.62 7.92 52.13 7.95 52.63 8.01 53.14 8.08 53.64 8.11 54.15 8.20 54.65 8.23 55.16 8.33 55.66 8.39 56.16 8.46 56.67 8.58 57.17 8.64 57.68 8.74 58.18 8.83 58.69 8.96 59.19 9.09 59.76 9.21