# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 295 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 23.32 # Trailing edge coordinates (mm): x= 66.33 y= -14.10 # # x(mm) y(mm) 10.17 4.28 10.49 4.41 10.99 4.60 11.50 4.83 12.00 5.01 12.51 5.14 13.01 5.20 13.52 5.29 14.02 5.29 14.53 5.29 15.03 5.29 15.54 5.29 16.04 5.23 16.55 5.17 17.05 5.08 17.56 5.01 18.06 4.89 18.56 4.73 19.07 4.60 19.57 4.45 20.08 4.25 20.58 4.10 21.09 3.94 21.59 3.72 22.10 3.47 22.60 3.21 23.11 2.96 23.61 2.71 24.12 2.40 24.62 2.14 25.13 1.89 25.63 1.54 26.14 1.23 26.64 0.88 27.14 0.57 27.65 0.25 28.15 -0.00 28.66 -0.35 29.16 -0.66 29.67 -1.01 30.17 -1.29 30.68 -1.58 31.18 -1.89 31.69 -2.15 32.19 -2.49 32.69 -2.78 33.20 -3.09 33.70 -3.41 34.21 -3.66 34.72 -3.91 35.22 -4.17 35.72 -4.42 36.23 -4.67 36.73 -4.92 37.24 -5.18 37.74 -5.37 38.25 -5.62 38.75 -5.87 39.26 -6.09 39.76 -6.31 40.27 -6.56 40.77 -6.75 41.27 -7.01 41.78 -7.19 42.28 -7.41 42.79 -7.61 43.30 -7.79 43.80 -7.98 44.30 -8.14 44.81 -8.33 45.31 -8.52 45.82 -8.68 46.32 -8.87 46.83 -9.05 47.33 -9.25 47.84 -9.40 48.34 -9.53 48.85 -9.69 49.35 -9.85 49.85 -10.00 50.36 -10.13 50.86 -10.29 51.37 -10.41 51.87 -10.57 52.38 -10.69 52.88 -10.82 53.39 -10.95 53.89 -11.07 54.40 -11.20 54.90 -11.33 55.41 -11.45 55.91 -11.58 56.42 -11.70 56.73 -11.74