# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 120 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -17.78 # Trailing edge coordinates (mm): x= 69.42 y= -12.52 # # x(mm) y(mm) 10.80 -3.40 11.12 -3.44 11.63 -3.60 12.13 -3.72 12.63 -3.85 13.14 -3.97 13.64 -4.10 14.15 -4.16 14.65 -4.29 15.16 -4.29 15.66 -4.41 16.17 -4.41 16.67 -4.54 17.18 -4.54 17.68 -4.64 18.19 -4.67 18.69 -4.73 19.19 -4.79 19.70 -4.79 20.20 -4.89 20.71 -4.92 21.21 -4.92 21.72 -4.92 22.22 -4.95 22.73 -5.04 23.23 -5.04 23.74 -5.04 24.24 -5.11 24.75 -5.17 25.25 -5.17 25.76 -5.17 26.26 -5.27 26.77 -5.30 27.27 -5.30 27.77 -5.30 28.28 -5.39 28.78 -5.42 29.29 -5.42 29.79 -5.42 30.30 -5.42 30.80 -5.49 31.31 -5.55 31.81 -5.55 32.32 -5.55 32.82 -5.65 33.33 -5.68 33.83 -5.68 34.34 -5.68 34.84 -5.68 35.34 -5.74 35.85 -5.80 36.35 -5.80 36.86 -5.80 37.36 -5.80 37.87 -5.80 38.37 -5.80 38.88 -5.80 39.38 -5.80 39.89 -5.80 40.39 -5.80 40.90 -5.80 41.40 -5.90 41.91 -5.93 42.41 -5.93 42.92 -5.93 43.42 -5.93 43.93 -5.93 44.43 -5.96 44.93 -6.05 45.44 -6.05 45.94 -6.05 46.45 -6.18 46.95 -6.18 47.46 -6.25 47.96 -6.31 48.47 -6.40 48.97 -6.47 49.48 -6.56 49.98 -6.65 50.49 -6.75 50.99 -6.85 51.50 -6.94 52.00 -7.06 52.50 -7.16 53.01 -7.29 53.52 -7.38 54.02 -7.51 54.52 -7.63 55.03 -7.76 55.53 -7.89 56.04 -8.04 56.54 -8.17 57.05 -8.36 57.55 -8.49 58.06 -8.64 58.56 -8.83 59.07 -9.02 59.57 -9.18 60.14 -9.33