# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 350 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): 4.32 # Trailing edge coordinates (mm): x= 66.70 y= 16.15 # # x(mm) y(mm) 10.93 0.76 11.25 0.76 11.75 0.85 12.25 0.89 12.76 0.98 13.26 1.01 13.77 1.01 14.27 1.01 14.78 1.01 15.28 1.01 15.79 1.01 16.29 1.01 16.80 1.01 17.30 1.01 17.81 1.01 18.31 1.01 18.82 1.01 19.32 1.01 19.83 1.01 20.33 0.89 20.84 0.89 21.34 0.89 21.85 0.89 22.35 0.89 22.85 0.89 23.36 0.89 23.86 0.89 24.37 0.76 24.87 0.76 25.38 0.76 25.88 0.76 26.39 0.76 26.89 0.76 27.40 0.76 27.90 0.76 28.41 0.76 28.91 0.76 29.41 0.76 29.92 0.76 30.43 0.76 30.93 0.76 31.43 0.76 31.94 0.76 32.44 0.76 32.95 0.89 33.45 0.89 33.96 0.89 34.46 0.89 34.97 0.89 35.47 1.01 35.98 1.01 36.48 1.01 36.98 1.07 37.49 1.14 38.00 1.14 38.50 1.20 39.00 1.26 39.51 1.32 40.01 1.39 40.52 1.52 41.02 1.58 41.53 1.70 42.03 1.83 42.54 1.93 43.04 2.05 43.55 2.18 44.05 2.30 44.56 2.46 45.06 2.59 45.57 2.74 46.07 2.93 46.57 3.09 47.08 3.28 47.58 3.47 48.09 3.66 48.59 3.85 49.10 4.07 49.60 4.29 50.11 4.54 50.61 4.79 51.12 5.05 51.62 5.30 52.13 5.55 52.63 5.80 53.14 6.12 53.64 6.40 54.15 6.69 54.65 7.03 55.16 7.35 55.66 7.70 56.16 8.04 56.67 8.33 57.17 8.67 57.68 9.05 58.18 9.43 58.69 9.84 58.88 9.97