# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 115 # # 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= 66.45 y= 13.86 # # x(mm) y(mm) 10.43 -4.30 10.74 -4.42 11.25 -4.61 11.75 -4.76 12.25 -4.89 12.76 -5.02 13.26 -5.08 13.77 -5.18 14.27 -5.18 14.78 -5.18 15.28 -5.18 15.79 -5.05 16.29 -5.05 16.80 -4.93 17.30 -4.89 17.81 -4.80 18.31 -4.67 18.82 -4.58 19.32 -4.45 19.83 -4.33 20.33 -4.10 20.84 -3.95 21.34 -3.75 21.85 -3.60 22.35 -3.41 22.85 -3.16 23.36 -2.94 23.86 -2.72 24.37 -2.46 24.87 -2.21 25.38 -1.96 25.88 -1.67 26.39 -1.39 26.89 -1.08 27.40 -0.82 27.90 -0.51 28.41 -0.25 28.91 0.06 29.41 0.38 29.92 0.66 30.43 0.98 30.93 1.29 31.43 1.67 31.94 2.02 32.44 2.33 32.95 2.65 33.45 3.00 33.96 3.31 34.46 3.66 34.97 3.94 35.47 4.29 35.98 4.57 36.48 4.89 36.98 5.17 37.49 5.42 38.00 5.68 38.50 5.93 39.00 6.18 39.51 6.43 40.01 6.69 40.52 6.94 41.02 7.13 41.53 7.35 42.03 7.57 42.54 7.76 43.04 7.98 43.55 8.20 44.05 8.39 44.56 8.54 45.06 8.74 45.57 8.89 46.07 9.05 46.57 9.24 47.08 9.40 47.58 9.55 48.09 9.75 48.59 9.87 49.10 10.03 49.60 10.15 50.11 10.28 50.61 10.41 51.12 10.53 51.62 10.66 52.13 10.79 52.63 10.88 53.14 10.97 53.64 11.10 54.15 11.19 54.65 11.29 55.16 11.42 55.66 11.51 56.16 11.64 56.73 11.73