# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 150 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): -14.92 # Trailing edge coordinates (mm): x= 62.61 y= 19.56 # # x(mm) y(mm) 10.80 -2.78 11.12 -2.87 11.63 -3.00 12.13 -3.09 12.63 -3.16 13.14 -3.22 13.64 -3.29 14.15 -3.29 14.65 -3.29 15.16 -3.29 15.66 -3.29 16.17 -3.22 16.67 -3.16 17.18 -3.16 17.68 -3.09 18.19 -3.03 18.69 -3.03 19.19 -2.94 19.70 -2.91 20.20 -2.81 20.71 -2.78 21.21 -2.66 21.72 -2.66 22.22 -2.53 22.73 -2.53 23.23 -2.40 23.74 -2.40 24.24 -2.28 24.75 -2.24 25.25 -2.15 25.76 -2.05 26.26 -1.99 26.77 -1.90 27.27 -1.80 27.77 -1.74 28.28 -1.65 28.78 -1.52 29.29 -1.42 29.79 -1.30 30.30 -1.20 30.80 -1.14 31.31 -1.02 31.81 -0.98 32.32 -0.89 32.82 -0.82 33.33 -0.76 33.83 -0.67 34.34 -0.60 34.84 -0.51 35.34 -0.38 35.85 -0.32 36.35 -0.26 36.86 -0.13 37.36 -0.07 37.87 0.03 38.37 0.12 38.88 0.25 39.38 0.34 39.89 0.41 40.39 0.50 40.90 0.63 41.40 0.72 41.91 0.85 42.41 0.97 42.92 1.13 43.42 1.29 43.93 1.45 44.43 1.60 44.93 1.83 45.44 1.98 45.94 2.21 46.45 2.46 46.95 2.68 47.46 2.90 47.96 3.15 48.47 3.44 48.97 3.72 49.48 4.04 49.98 4.32 50.49 4.64 50.99 4.92 51.50 5.30 52.00 5.68 52.50 6.12 53.01 6.53 53.52 7.00 54.02 7.50 54.52 8.01 55.03 8.58 55.53 9.21 56.04 9.84 56.54 10.44 57.11 11.22