# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 75 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -18.09 # Trailing edge coordinates (mm): x= 69.36 y= -0.10 # # x(mm) y(mm) 10.68 -3.53 10.99 -3.63 11.50 -3.75 12.00 -3.91 12.51 -4.03 13.01 -4.20 13.52 -4.32 14.02 -4.45 14.53 -4.58 15.03 -4.67 15.54 -4.79 16.04 -4.89 16.55 -5.01 17.05 -5.11 17.56 -5.21 18.06 -5.30 18.56 -5.39 19.07 -5.42 19.57 -5.55 20.08 -5.62 20.58 -5.68 21.09 -5.77 21.59 -5.84 22.10 -5.93 22.60 -5.93 23.11 -6.05 23.61 -6.05 24.12 -6.12 24.62 -6.18 25.13 -6.25 25.63 -6.31 26.14 -6.31 26.64 -6.40 27.14 -6.43 27.65 -6.43 28.15 -6.43 28.66 -6.56 29.16 -6.56 29.67 -6.56 30.17 -6.65 30.68 -6.68 31.18 -6.68 31.69 -6.68 32.19 -6.68 32.69 -6.68 33.20 -6.68 33.70 -6.68 34.21 -6.68 34.72 -6.68 35.22 -6.68 35.72 -6.68 36.23 -6.68 36.73 -6.68 37.24 -6.62 37.74 -6.56 38.25 -6.56 38.75 -6.56 39.26 -6.53 39.76 -6.43 40.27 -6.43 40.77 -6.43 41.27 -6.31 41.78 -6.31 42.28 -6.18 42.79 -6.18 43.30 -6.05 43.80 -6.05 44.30 -5.93 44.81 -5.90 45.31 -5.80 45.82 -5.77 46.32 -5.68 46.83 -5.59 47.33 -5.52 47.84 -5.42 48.34 -5.30 48.85 -5.21 49.35 -5.14 49.85 -5.04 50.36 -4.92 50.86 -4.83 51.37 -4.73 51.87 -4.64 52.38 -4.54 52.88 -4.41 53.39 -4.35 53.89 -4.26 54.40 -4.16 54.90 -4.03 55.41 -3.91 55.91 -3.78 56.42 -3.66 56.92 -3.53 57.43 -3.40 57.93 -3.28 58.43 -3.15 58.94 -3.03 59.44 -2.87 59.89 -2.77