# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 65 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -17.09 # Trailing edge coordinates (mm): x= 68.64 y= 2.83 # # x(mm) y(mm) 10.80 -3.28 11.12 -3.44 11.63 -3.60 12.13 -3.72 12.63 -3.88 13.14 -4.00 13.64 -4.13 14.15 -4.26 14.65 -4.38 15.16 -4.48 15.66 -4.61 16.17 -4.67 16.67 -4.76 17.18 -4.79 17.68 -4.92 18.19 -4.98 18.69 -5.04 19.19 -5.14 19.70 -5.17 20.20 -5.30 20.71 -5.36 21.21 -5.42 21.72 -5.49 22.22 -5.55 22.73 -5.62 23.23 -5.68 23.74 -5.80 24.24 -5.80 24.75 -5.90 25.25 -5.93 25.76 -5.93 26.26 -6.02 26.77 -6.05 27.27 -6.05 27.77 -6.15 28.28 -6.18 28.78 -6.22 29.29 -6.31 29.79 -6.31 30.30 -6.31 30.80 -6.31 31.31 -6.31 31.81 -6.40 32.32 -6.43 32.82 -6.43 33.33 -6.43 33.83 -6.43 34.34 -6.43 34.84 -6.43 35.34 -6.43 35.85 -6.43 36.35 -6.43 36.86 -6.43 37.36 -6.43 37.87 -6.37 38.37 -6.31 38.88 -6.31 39.38 -6.31 39.89 -6.18 40.39 -6.18 40.90 -6.15 41.40 -6.05 41.91 -6.02 42.41 -5.93 42.92 -5.80 43.42 -5.71 43.93 -5.65 44.43 -5.55 44.93 -5.42 45.44 -5.30 45.94 -5.17 46.45 -5.04 46.95 -4.92 47.46 -4.79 47.96 -4.70 48.47 -4.58 48.97 -4.45 49.48 -4.29 49.98 -4.13 50.49 -4.00 50.99 -3.85 51.50 -3.72 52.00 -3.57 52.50 -3.44 53.01 -3.28 53.52 -3.12 54.02 -3.00 54.52 -2.84 55.03 -2.68 55.53 -2.49 56.04 -2.33 56.54 -2.15 57.05 -1.96 57.55 -1.77 58.06 -1.58 58.56 -1.36 59.07 -1.17 59.51 -1.01