# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 245 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): 17.15 # Trailing edge coordinates (mm): x= 68.04 y= -3.20 # # x(mm) y(mm) 10.55 3.16 10.87 3.31 11.37 3.47 11.88 3.63 12.38 3.82 12.89 3.97 13.39 4.20 13.89 4.35 14.40 4.48 14.91 4.64 15.41 4.80 15.91 4.92 16.42 5.05 16.92 5.18 17.43 5.30 17.93 5.43 18.44 5.55 18.94 5.68 19.45 5.81 19.95 5.90 20.46 5.99 20.96 6.09 21.47 6.19 21.97 6.28 22.48 6.37 22.98 6.44 23.48 6.56 23.99 6.65 24.49 6.72 25.00 6.82 25.50 6.85 26.01 6.94 26.51 6.97 27.02 7.07 27.52 7.10 28.03 7.19 28.53 7.19 29.04 7.19 29.54 7.32 30.05 7.32 30.55 7.32 31.06 7.32 31.56 7.32 32.07 7.32 32.57 7.32 33.07 7.32 33.58 7.32 34.08 7.32 34.59 7.32 35.09 7.32 35.60 7.32 36.10 7.32 36.61 7.32 37.11 7.32 37.62 7.28 38.12 7.19 38.63 7.19 39.13 7.19 39.64 7.10 40.14 7.07 40.65 7.03 41.15 6.94 41.65 6.85 42.16 6.78 42.66 6.69 43.17 6.59 43.67 6.50 44.18 6.37 44.68 6.28 45.19 6.15 45.69 6.02 46.20 5.90 46.70 5.77 47.20 5.61 47.71 5.49 48.22 5.33 48.72 5.18 49.23 5.01 49.73 4.86 50.23 4.67 50.74 4.48 51.24 4.29 51.75 4.10 52.25 3.91 52.76 3.72 53.26 3.53 53.77 3.31 54.27 3.09 54.78 2.90 55.28 2.68 55.78 2.46 56.29 2.27 56.80 2.02 57.30 1.80 57.81 1.58 58.31 1.32 58.88 1.01