# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 85 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -18.92 # Trailing edge coordinates (mm): x= 69.84 y= -3.18 # # x(mm) y(mm) 10.68 -3.78 10.99 -3.85 11.50 -4.00 12.00 -4.20 12.51 -4.35 13.01 -4.48 13.52 -4.58 14.02 -4.70 14.53 -4.83 15.03 -4.95 15.54 -5.04 16.04 -5.17 16.55 -5.30 17.05 -5.39 17.56 -5.49 18.06 -5.55 18.56 -5.68 19.07 -5.74 19.57 -5.80 20.08 -5.93 20.58 -5.93 21.09 -6.02 21.59 -6.05 22.10 -6.09 22.60 -6.18 23.11 -6.25 23.61 -6.31 24.12 -6.34 24.62 -6.43 25.13 -6.43 25.63 -6.47 26.14 -6.56 26.64 -6.56 27.14 -6.56 27.65 -6.65 28.15 -6.68 28.66 -6.68 29.16 -6.68 29.67 -6.68 30.17 -6.68 30.68 -6.68 31.18 -6.68 31.69 -6.68 32.19 -6.68 32.69 -6.68 33.20 -6.68 33.70 -6.68 34.21 -6.68 34.72 -6.68 35.22 -6.68 35.72 -6.68 36.23 -6.59 36.73 -6.56 37.24 -6.56 37.74 -6.56 38.25 -6.56 38.75 -6.56 39.26 -6.47 39.76 -6.43 40.27 -6.43 40.77 -6.43 41.27 -6.43 41.78 -6.37 42.28 -6.31 42.79 -6.31 43.30 -6.25 43.80 -6.18 44.30 -6.18 44.81 -6.15 45.31 -6.05 45.82 -6.05 46.32 -6.02 46.83 -5.93 47.33 -5.93 47.84 -5.93 48.34 -5.80 48.85 -5.80 49.35 -5.80 49.85 -5.71 50.36 -5.68 50.86 -5.65 51.37 -5.55 51.87 -5.52 52.38 -5.42 52.88 -5.42 53.39 -5.36 53.89 -5.30 54.40 -5.30 54.90 -5.21 55.41 -5.17 55.91 -5.04 56.42 -5.04 56.92 -4.98 57.43 -4.92 57.93 -4.89 58.43 -4.79 58.94 -4.76 59.44 -4.67 60.01 -4.67