# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 55 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -15.48 # Trailing edge coordinates (mm): x= 67.94 y= 5.51 # # x(mm) y(mm) 10.80 -3.03 11.12 -3.12 11.63 -3.25 12.13 -3.37 12.63 -3.50 13.14 -3.63 13.64 -3.72 14.15 -3.78 14.65 -3.91 15.16 -3.97 15.66 -4.03 16.17 -4.16 16.67 -4.26 17.18 -4.32 17.68 -4.41 18.19 -4.48 18.69 -4.54 19.19 -4.64 19.70 -4.67 20.20 -4.73 20.71 -4.79 21.21 -4.79 21.72 -4.92 22.22 -4.95 22.73 -5.04 23.23 -5.11 23.74 -5.17 24.24 -5.24 24.75 -5.30 25.25 -5.39 25.76 -5.42 26.26 -5.52 26.77 -5.55 27.27 -5.55 27.77 -5.68 28.28 -5.68 28.78 -5.68 29.29 -5.74 29.79 -5.80 30.30 -5.80 30.80 -5.84 31.31 -5.93 31.81 -5.93 32.32 -5.93 32.82 -6.02 33.33 -6.05 33.83 -6.05 34.34 -6.05 34.84 -6.05 35.34 -6.05 35.85 -5.96 36.35 -5.93 36.86 -5.93 37.36 -5.93 37.87 -5.80 38.37 -5.80 38.88 -5.80 39.38 -5.74 39.89 -5.68 40.39 -5.65 40.90 -5.55 41.40 -5.46 41.91 -5.36 42.41 -5.27 42.92 -5.14 43.42 -5.04 43.93 -4.92 44.43 -4.79 44.93 -4.67 45.44 -4.54 45.94 -4.38 46.45 -4.23 46.95 -4.07 47.46 -3.94 47.96 -3.75 48.47 -3.60 48.97 -3.37 49.48 -3.22 49.98 -3.06 50.49 -2.84 50.99 -2.68 51.50 -2.46 52.00 -2.30 52.50 -2.08 53.01 -1.89 53.52 -1.70 54.02 -1.52 54.52 -1.33 55.03 -1.10 55.53 -0.92 56.04 -0.69 56.54 -0.51 57.05 -0.32 57.55 -0.06 58.06 0.19 58.56 0.44 59.07 0.69 59.26 0.76