# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 80 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -18.66 # Trailing edge coordinates (mm): x= 69.61 y= -1.64 # # x(mm) y(mm) 10.68 -3.53 10.99 -3.69 11.50 -3.85 12.00 -4.00 12.51 -4.16 13.01 -4.29 13.52 -4.41 14.02 -4.54 14.53 -4.64 15.03 -4.73 15.54 -4.83 16.04 -4.92 16.55 -5.04 17.05 -5.14 17.56 -5.27 18.06 -5.36 18.56 -5.42 19.07 -5.55 19.57 -5.65 20.08 -5.74 20.58 -5.80 21.09 -5.87 21.59 -5.93 22.10 -5.99 22.60 -6.05 23.11 -6.18 23.61 -6.18 24.12 -6.31 24.62 -6.31 25.13 -6.34 25.63 -6.43 26.14 -6.43 26.64 -6.47 27.14 -6.56 27.65 -6.56 28.15 -6.62 28.66 -6.68 29.16 -6.68 29.67 -6.68 30.17 -6.68 30.68 -6.72 31.18 -6.81 31.69 -6.81 32.19 -6.81 32.69 -6.81 33.20 -6.81 33.70 -6.81 34.21 -6.81 34.72 -6.81 35.22 -6.81 35.72 -6.81 36.23 -6.81 36.73 -6.81 37.24 -6.81 37.74 -6.72 38.25 -6.68 38.75 -6.68 39.26 -6.65 39.76 -6.56 40.27 -6.56 40.77 -6.43 41.27 -6.43 41.78 -6.37 42.28 -6.31 42.79 -6.31 43.30 -6.22 43.80 -6.18 44.30 -6.18 44.81 -6.05 45.31 -6.05 45.82 -5.96 46.32 -5.90 46.83 -5.80 47.33 -5.74 47.84 -5.68 48.34 -5.59 48.85 -5.55 49.35 -5.42 49.85 -5.36 50.36 -5.30 50.86 -5.24 51.37 -5.17 51.87 -5.11 52.38 -5.04 52.88 -4.95 53.39 -4.89 53.89 -4.79 54.40 -4.73 54.90 -4.67 55.41 -4.58 55.91 -4.54 56.42 -4.41 56.92 -4.35 57.43 -4.29 57.93 -4.16 58.43 -4.07 58.94 -3.97 59.44 -3.91 60.01 -3.78