# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 240 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 15.55 # Trailing edge coordinates (mm): x= 62.70 y= 1.49 # # x(mm) y(mm) 10.68 2.90 10.99 2.99 11.50 3.12 12.00 3.27 12.51 3.44 13.01 3.53 13.52 3.59 14.02 3.65 14.53 3.65 15.03 3.65 15.54 3.65 16.04 3.65 16.55 3.65 17.05 3.65 17.56 3.53 18.06 3.53 18.56 3.40 19.07 3.31 19.57 3.18 20.08 3.02 20.58 2.87 21.09 2.71 21.59 2.46 22.10 2.21 22.60 1.95 23.11 1.64 23.61 1.39 24.12 1.04 24.62 0.73 25.13 0.38 25.63 -0.07 26.14 -0.44 26.64 -0.95 27.14 -1.36 27.65 -1.83 28.15 -2.34 28.66 -2.84 29.16 -3.35 29.67 -3.72 30.17 -4.23 30.68 -4.64 31.18 -5.11 31.69 -5.52 32.19 -6.00 32.69 -6.44 33.20 -6.82 33.70 -7.16 34.21 -7.48 34.72 -7.79 35.22 -8.08 35.72 -8.33 36.23 -8.65 36.73 -8.90 37.24 -9.12 37.74 -9.31 38.25 -9.50 38.75 -9.66 39.26 -9.81 39.76 -9.94 40.27 -10.06 40.77 -10.10 41.27 -10.23 41.78 -10.23 42.28 -10.32 42.79 -10.35 43.30 -10.35 43.80 -10.35 44.30 -10.35 44.81 -10.29 45.31 -10.23 45.82 -10.13 46.32 -10.00 46.83 -9.88 47.33 -9.75 47.84 -9.63 48.34 -9.43 48.85 -9.25 49.35 -9.02 49.85 -8.77 50.36 -8.58 50.86 -8.33 51.37 -8.04 51.87 -7.70 52.38 -7.35 52.88 -7.01 53.39 -6.66 53.89 -6.28 54.40 -5.87 54.90 -5.46 55.22 -5.18