# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 240 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): 16.49 # Trailing edge coordinates (mm): x= 67.67 y= -4.41 # # x(mm) y(mm) 10.68 3.16 10.99 3.22 11.50 3.37 12.00 3.57 12.51 3.75 13.01 3.94 13.52 4.07 14.02 4.23 14.53 4.38 15.03 4.51 15.54 4.64 16.04 4.76 16.55 4.89 17.05 5.01 17.56 5.14 18.06 5.27 18.56 5.39 19.07 5.49 19.57 5.58 20.08 5.68 20.58 5.81 21.09 5.90 21.59 5.96 22.10 6.06 22.60 6.19 23.11 6.25 23.61 6.31 24.12 6.40 24.62 6.47 25.13 6.56 25.63 6.59 26.14 6.69 26.64 6.69 27.14 6.82 27.65 6.82 28.15 6.88 28.66 6.94 29.16 6.94 29.67 7.07 30.17 7.07 30.68 7.07 31.18 7.13 31.69 7.19 32.19 7.19 32.69 7.19 33.20 7.19 33.70 7.19 34.21 7.19 34.72 7.19 35.22 7.19 35.72 7.19 36.23 7.19 36.73 7.19 37.24 7.07 37.74 7.07 38.25 7.00 38.75 6.94 39.26 6.88 39.76 6.82 40.27 6.72 40.77 6.65 41.27 6.56 41.78 6.50 42.28 6.44 42.79 6.31 43.30 6.25 43.80 6.15 44.30 6.02 44.81 5.90 45.31 5.77 45.82 5.64 46.32 5.52 46.83 5.36 47.33 5.21 47.84 5.01 48.34 4.86 48.85 4.70 49.35 4.51 49.85 4.35 50.36 4.16 50.86 3.97 51.37 3.75 51.87 3.57 52.38 3.34 52.88 3.15 53.39 2.93 53.89 2.71 54.40 2.46 54.90 2.21 55.41 1.96 55.91 1.70 56.42 1.45 56.92 1.20 57.43 0.95 57.93 0.69 58.43 0.38 58.62 0.26