# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 105 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -19.09 # Trailing edge coordinates (mm): x= 70.06 y= -9.01 # # x(mm) y(mm) 10.68 -3.78 10.99 -3.82 11.50 -3.97 12.00 -4.13 12.51 -4.32 13.01 -4.45 13.52 -4.61 14.02 -4.73 14.53 -4.79 15.03 -4.92 15.54 -4.92 16.04 -5.01 16.55 -5.04 17.05 -5.08 17.56 -5.17 18.06 -5.17 18.56 -5.30 19.07 -5.30 19.57 -5.39 20.08 -5.42 20.58 -5.49 21.09 -5.55 21.59 -5.55 22.10 -5.55 22.60 -5.55 23.11 -5.65 23.61 -5.68 24.12 -5.68 24.62 -5.68 25.13 -5.74 25.63 -5.80 26.14 -5.80 26.64 -5.90 27.14 -5.93 27.65 -5.93 28.15 -5.93 28.66 -5.99 29.16 -6.05 29.67 -6.05 30.17 -6.12 30.68 -6.18 31.18 -6.18 31.69 -6.18 32.19 -6.18 32.69 -6.31 33.20 -6.31 33.70 -6.31 34.21 -6.31 34.72 -6.43 35.22 -6.43 35.72 -6.43 36.23 -6.43 36.73 -6.47 37.24 -6.56 37.74 -6.56 38.25 -6.56 38.75 -6.56 39.26 -6.56 39.76 -6.65 40.27 -6.68 40.77 -6.68 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 -6.75 47.33 -6.81 47.84 -6.81 48.34 -6.81 48.85 -6.81 49.35 -6.81 49.85 -6.81 50.36 -6.81 50.86 -6.81 51.37 -6.81 51.87 -6.88 52.38 -6.94 52.88 -6.94 53.39 -7.06 53.89 -7.06 54.40 -7.10 54.90 -7.19 55.41 -7.19 55.91 -7.29 56.42 -7.32 56.92 -7.38 57.43 -7.44 57.93 -7.51 58.43 -7.57 58.94 -7.69 59.44 -7.73 59.95 -7.82 60.14 -7.82