# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 115 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -18.44 # Trailing edge coordinates (mm): x= 69.60 y= -11.44 # # x(mm) y(mm) 10.68 -3.66 10.99 -3.69 11.50 -3.82 12.00 -3.94 12.51 -4.07 13.01 -4.16 13.52 -4.29 14.02 -4.35 14.53 -4.41 15.03 -4.48 15.54 -4.54 16.04 -4.54 16.55 -4.64 17.05 -4.67 17.56 -4.70 18.06 -4.79 18.56 -4.79 19.07 -4.89 19.57 -4.92 20.08 -4.92 20.58 -5.01 21.09 -5.04 21.59 -5.04 22.10 -5.11 22.60 -5.17 23.11 -5.17 23.61 -5.27 24.12 -5.30 24.62 -5.33 25.13 -5.42 25.63 -5.42 26.14 -5.49 26.64 -5.55 27.14 -5.55 27.65 -5.59 28.15 -5.68 28.66 -5.68 29.16 -5.71 29.67 -5.80 30.17 -5.80 30.68 -5.80 31.18 -5.90 31.69 -5.93 32.19 -5.96 32.69 -6.05 33.20 -6.05 33.70 -6.05 34.21 -6.18 34.72 -6.18 35.22 -6.18 35.72 -6.18 36.23 -6.18 36.73 -6.31 37.24 -6.31 37.74 -6.31 38.25 -6.31 38.75 -6.31 39.26 -6.40 39.76 -6.43 40.27 -6.43 40.77 -6.43 41.27 -6.43 41.78 -6.47 42.28 -6.56 42.79 -6.56 43.30 -6.56 43.80 -6.56 44.30 -6.56 44.81 -6.56 45.31 -6.56 45.82 -6.56 46.32 -6.56 46.83 -6.68 47.33 -6.68 47.84 -6.68 48.34 -6.68 48.85 -6.68 49.35 -6.75 49.85 -6.81 50.36 -6.81 50.86 -6.91 51.37 -6.94 51.87 -7.03 52.38 -7.10 52.88 -7.19 53.39 -7.32 53.89 -7.38 54.40 -7.48 54.90 -7.57 55.41 -7.69 55.91 -7.79 56.42 -7.92 56.92 -8.04 57.43 -8.17 57.93 -8.29 58.43 -8.49 58.94 -8.64 59.44 -8.80 59.95 -8.93 60.14 -8.96