# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 95 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): -21.60 # Trailing edge coordinates (mm): x= 65.79 y= 7.95 # # x(mm) y(mm) 10.43 -4.04 10.74 -4.20 11.25 -4.39 11.75 -4.55 12.25 -4.67 12.76 -4.80 13.26 -4.89 13.77 -4.96 14.27 -5.05 14.78 -5.05 15.28 -5.05 15.79 -5.05 16.29 -5.05 16.80 -4.93 17.30 -4.93 17.81 -4.83 18.31 -4.70 18.82 -4.58 19.32 -4.42 19.83 -4.30 20.33 -4.13 20.84 -3.98 21.34 -3.75 21.85 -3.60 22.35 -3.35 22.85 -3.09 23.36 -2.78 23.86 -2.53 24.37 -2.27 24.87 -1.92 25.38 -1.64 25.88 -1.29 26.39 -0.98 26.89 -0.63 27.40 -0.28 27.90 0.09 28.41 0.47 28.91 0.85 29.41 1.23 29.92 1.61 30.43 2.08 30.93 2.46 31.43 2.96 31.94 3.40 32.44 3.85 32.95 4.22 33.45 4.73 33.96 5.14 34.46 5.55 34.97 5.96 35.47 6.37 35.98 6.75 36.48 7.10 36.98 7.47 37.49 7.82 38.00 8.17 38.50 8.45 39.00 8.70 39.51 8.96 40.01 9.21 40.52 9.46 41.02 9.65 41.53 9.84 42.03 10.03 42.54 10.18 43.04 10.31 43.55 10.47 44.05 10.56 44.56 10.63 45.06 10.72 45.57 10.76 46.07 10.85 46.57 10.85 47.08 10.85 47.58 10.85 48.09 10.85 48.59 10.85 49.10 10.85 49.60 10.85 50.11 10.85 50.61 10.82 51.12 10.72 51.62 10.72 52.13 10.66 52.63 10.59 53.14 10.53 53.64 10.47 54.15 10.38 54.65 10.31 55.16 10.21 55.66 10.12 55.97 10.09