# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 265 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 20.06 # Trailing edge coordinates (mm): x= 64.88 y= -5.55 # # x(mm) y(mm) 10.55 3.91 10.87 3.97 11.37 4.16 11.88 4.28 12.38 4.41 12.89 4.54 13.39 4.63 13.89 4.70 14.40 4.79 14.91 4.79 15.41 4.79 15.91 4.79 16.42 4.79 16.92 4.79 17.43 4.79 17.93 4.66 18.44 4.60 18.94 4.51 19.45 4.35 19.95 4.22 20.46 4.07 20.96 3.85 21.47 3.62 21.97 3.40 22.48 3.15 22.98 2.90 23.48 2.65 23.99 2.30 24.49 1.99 25.00 1.61 25.50 1.23 26.01 0.85 26.51 0.47 27.02 0.06 27.52 -0.35 28.03 -0.82 28.53 -1.26 29.04 -1.71 29.54 -2.21 30.05 -2.72 30.55 -3.22 31.06 -3.72 31.56 -4.23 32.07 -4.73 32.57 -5.18 33.07 -5.62 33.58 -6.00 34.08 -6.40 34.59 -6.85 35.09 -7.22 35.60 -7.60 36.10 -7.95 36.61 -8.27 37.11 -8.58 37.62 -8.83 38.12 -9.09 38.63 -9.34 39.13 -9.53 39.64 -9.75 40.14 -9.94 40.65 -10.10 41.15 -10.23 41.65 -10.35 42.16 -10.44 42.66 -10.57 43.17 -10.69 43.67 -10.73 44.18 -10.82 44.68 -10.86 45.19 -10.86 45.69 -10.86 46.20 -10.86 46.70 -10.86 47.20 -10.82 47.71 -10.73 48.22 -10.73 48.72 -10.66 49.23 -10.60 49.73 -10.54 50.23 -10.48 50.74 -10.35 51.24 -10.23 51.75 -10.10 52.25 -9.94 52.76 -9.81 53.26 -9.66 53.77 -9.53 54.27 -9.37 54.78 -9.15 55.28 -8.99 55.47 -8.96