# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 60 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -16.35 # Trailing edge coordinates (mm): x= 68.28 y= 4.21 # # x(mm) y(mm) 10.68 -3.15 10.99 -3.22 11.50 -3.34 12.00 -3.47 12.51 -3.60 13.01 -3.69 13.52 -3.78 14.02 -3.91 14.53 -4.00 15.03 -4.10 15.54 -4.16 16.04 -4.29 16.55 -4.38 17.05 -4.45 17.56 -4.54 18.06 -4.58 18.56 -4.67 19.07 -4.73 19.57 -4.79 20.08 -4.92 20.58 -4.95 21.09 -5.04 21.59 -5.11 22.10 -5.17 22.60 -5.30 23.11 -5.30 23.61 -5.42 24.12 -5.42 24.62 -5.52 25.13 -5.55 25.63 -5.68 26.14 -5.68 26.64 -5.77 27.14 -5.80 27.65 -5.84 28.15 -5.93 28.66 -5.96 29.16 -6.05 29.67 -6.05 30.17 -6.18 30.68 -6.18 31.18 -6.18 31.69 -6.31 32.19 -6.31 32.69 -6.31 33.20 -6.31 33.70 -6.31 34.21 -6.31 34.72 -6.31 35.22 -6.31 35.72 -6.31 36.23 -6.25 36.73 -6.18 37.24 -6.18 37.74 -6.18 38.25 -6.09 38.75 -6.05 39.26 -6.02 39.76 -5.93 40.27 -5.93 40.77 -5.80 41.27 -5.77 41.78 -5.68 42.28 -5.55 42.79 -5.46 43.30 -5.39 43.80 -5.30 44.30 -5.21 44.81 -5.08 45.31 -4.95 45.82 -4.83 46.32 -4.67 46.83 -4.51 47.33 -4.38 47.84 -4.26 48.34 -4.13 48.85 -3.97 49.35 -3.85 49.85 -3.69 50.36 -3.50 50.86 -3.34 51.37 -3.12 51.87 -2.97 52.38 -2.81 52.88 -2.68 53.39 -2.49 53.89 -2.33 54.40 -2.11 54.90 -1.96 55.41 -1.73 55.91 -1.55 56.42 -1.33 56.92 -1.14 57.43 -0.95 57.93 -0.72 58.43 -0.54 58.94 -0.32 59.38 -0.12