# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 100 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -19.31 # Trailing edge coordinates (mm): x= 70.07 y= -7.68 # # x(mm) y(mm) 10.68 -3.66 10.99 -3.82 11.50 -3.97 12.00 -4.16 12.51 -4.35 13.01 -4.51 13.52 -4.64 14.02 -4.73 14.53 -4.83 15.03 -4.92 15.54 -5.04 16.04 -5.14 16.55 -5.24 17.05 -5.33 17.56 -5.42 18.06 -5.46 18.56 -5.55 19.07 -5.55 19.57 -5.62 20.08 -5.68 20.58 -5.68 21.09 -5.74 21.59 -5.80 22.10 -5.80 22.60 -5.80 23.11 -5.93 23.61 -5.93 24.12 -5.93 24.62 -5.93 25.13 -5.93 25.63 -5.93 26.14 -6.02 26.64 -6.05 27.14 -6.05 27.65 -6.05 28.15 -6.05 28.66 -6.05 29.16 -6.05 29.67 -6.05 30.17 -6.05 30.68 -6.18 31.18 -6.18 31.69 -6.18 32.19 -6.18 32.69 -6.18 33.20 -6.31 33.70 -6.31 34.21 -6.31 34.72 -6.37 35.22 -6.43 35.72 -6.43 36.23 -6.43 36.73 -6.43 37.24 -6.43 37.74 -6.50 38.25 -6.56 38.75 -6.56 39.26 -6.56 39.76 -6.56 40.27 -6.56 40.77 -6.59 41.27 -6.68 41.78 -6.68 42.28 -6.68 42.79 -6.68 43.30 -6.68 43.80 -6.68 44.30 -6.68 44.81 -6.68 45.31 -6.68 45.82 -6.68 46.32 -6.68 46.83 -6.68 47.33 -6.68 47.84 -6.68 48.34 -6.68 48.85 -6.68 49.35 -6.68 49.85 -6.68 50.36 -6.68 50.86 -6.68 51.37 -6.68 51.87 -6.68 52.38 -6.68 52.88 -6.68 53.39 -6.68 53.89 -6.68 54.40 -6.68 54.90 -6.68 55.41 -6.78 55.91 -6.81 56.42 -6.81 56.92 -6.85 57.43 -6.94 57.93 -6.94 58.43 -6.94 58.94 -7.00 59.44 -7.06 59.95 -7.06 60.26 -7.06