# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 130 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -15.92 # Trailing edge coordinates (mm): x= 68.85 y= -14.25 # # x(mm) y(mm) 10.68 -3.03 10.99 -3.15 11.50 -3.28 12.00 -3.40 12.51 -3.47 13.01 -3.53 13.52 -3.63 14.02 -3.69 14.53 -3.78 15.03 -3.88 15.54 -3.94 16.04 -4.03 16.55 -4.03 17.05 -4.13 17.56 -4.16 18.06 -4.16 18.56 -4.20 19.07 -4.29 19.57 -4.29 20.08 -4.29 20.58 -4.38 21.09 -4.41 21.59 -4.41 22.10 -4.41 22.60 -4.41 23.11 -4.41 23.61 -4.41 24.12 -4.48 24.62 -4.54 25.13 -4.54 25.63 -4.54 26.14 -4.54 26.64 -4.54 27.14 -4.54 27.65 -4.58 28.15 -4.67 28.66 -4.67 29.16 -4.67 29.67 -4.67 30.17 -4.70 30.68 -4.79 31.18 -4.79 31.69 -4.79 32.19 -4.79 32.69 -4.79 33.20 -4.79 33.70 -4.79 34.21 -4.79 34.72 -4.79 35.22 -4.79 35.72 -4.79 36.23 -4.79 36.73 -4.79 37.24 -4.79 37.74 -4.79 38.25 -4.79 38.75 -4.79 39.26 -4.79 39.76 -4.79 40.27 -4.79 40.77 -4.79 41.27 -4.79 41.78 -4.92 42.28 -4.92 42.79 -4.98 43.30 -5.04 43.80 -5.17 44.30 -5.24 44.81 -5.30 45.31 -5.42 45.82 -5.49 46.32 -5.62 46.83 -5.71 47.33 -5.84 47.84 -5.93 48.34 -6.05 48.85 -6.18 49.35 -6.31 49.85 -6.43 50.36 -6.59 50.86 -6.72 51.37 -6.88 51.87 -7.03 52.38 -7.23 52.88 -7.41 53.39 -7.60 53.89 -7.76 54.40 -7.95 54.90 -8.17 55.41 -8.39 55.91 -8.61 56.42 -8.80 56.92 -9.02 57.43 -9.18 57.93 -9.40 58.43 -9.59 58.94 -9.84 59.44 -10.10 59.63 -10.22