# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 280 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): 19.00 # Trailing edge coordinates (mm): x= 69.86 y= 6.87 # # x(mm) y(mm) 10.43 3.54 10.74 3.66 11.25 3.85 11.75 4.07 12.25 4.26 12.76 4.48 13.26 4.67 13.77 4.86 14.27 5.01 14.78 5.21 15.28 5.36 15.79 5.49 16.29 5.64 16.80 5.81 17.30 5.93 17.81 6.06 18.31 6.19 18.82 6.31 19.32 6.44 19.83 6.56 20.33 6.62 20.84 6.72 21.34 6.82 21.85 6.88 22.35 6.94 22.85 6.97 23.36 7.07 23.86 7.07 24.37 7.16 24.87 7.19 25.38 7.19 25.88 7.32 26.39 7.32 26.89 7.32 27.40 7.32 27.90 7.32 28.41 7.32 28.91 7.32 29.41 7.32 29.92 7.32 30.43 7.19 30.93 7.19 31.43 7.19 31.94 7.19 32.44 7.19 32.95 7.16 33.45 7.07 33.96 7.07 34.46 7.00 34.97 6.94 35.47 6.94 35.98 6.94 36.48 6.94 36.98 6.94 37.49 6.94 38.00 6.88 38.50 6.82 39.00 6.82 39.51 6.82 40.01 6.82 40.52 6.82 41.02 6.82 41.53 6.82 42.03 6.72 42.54 6.69 43.04 6.69 43.55 6.69 44.05 6.69 44.56 6.69 45.06 6.69 45.57 6.69 46.07 6.69 46.57 6.69 47.08 6.69 47.58 6.69 48.09 6.69 48.59 6.69 49.10 6.69 49.60 6.69 50.11 6.69 50.61 6.69 51.12 6.69 51.62 6.69 52.13 6.69 52.63 6.69 53.14 6.69 53.64 6.69 54.15 6.69 54.65 6.69 55.16 6.78 55.66 6.82 56.16 6.82 56.67 6.82 57.17 6.82 57.68 6.82 58.18 6.82 58.69 6.82 59.19 6.82 59.63 6.82