# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 310 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 22.15 # Trailing edge coordinates (mm): x= 65.41 y= -17.59 # # x(mm) y(mm) 10.30 4.03 10.62 4.10 11.12 4.32 11.63 4.48 12.13 4.66 12.63 4.76 13.14 4.83 13.64 4.92 14.15 4.92 14.65 4.79 15.16 4.79 15.66 4.76 16.17 4.66 16.67 4.63 17.18 4.54 17.68 4.45 18.19 4.32 18.69 4.16 19.19 4.00 19.70 3.85 20.20 3.62 20.71 3.47 21.21 3.28 21.72 3.09 22.22 2.90 22.73 2.68 23.23 2.46 23.74 2.27 24.24 2.08 24.75 1.89 25.25 1.70 25.76 1.45 26.26 1.20 26.77 1.01 27.27 0.82 27.77 0.63 28.28 0.44 28.78 0.19 29.29 -0.00 29.79 -0.22 30.30 -0.44 30.80 -0.63 31.31 -0.82 31.81 -1.01 32.32 -1.20 32.82 -1.36 33.33 -1.55 33.83 -1.71 34.34 -1.86 34.84 -2.05 35.34 -2.18 35.85 -2.34 36.35 -2.46 36.86 -2.62 37.36 -2.84 37.87 -3.00 38.37 -3.22 38.88 -3.38 39.38 -3.60 39.89 -3.75 40.39 -3.98 40.90 -4.13 41.40 -4.36 41.91 -4.54 42.41 -4.73 42.92 -4.99 43.42 -5.18 43.93 -5.40 44.43 -5.62 44.93 -5.77 45.44 -6.00 45.94 -6.18 46.45 -6.44 46.95 -6.69 47.46 -6.94 47.96 -7.19 48.47 -7.45 48.97 -7.73 49.48 -8.01 49.98 -8.27 50.49 -8.52 50.99 -8.77 51.50 -9.02 52.00 -9.28 52.50 -9.53 53.01 -9.78 53.52 -10.06 54.02 -10.35 54.52 -10.66 55.03 -10.95 55.53 -11.23 56.04 -11.55 56.54 -11.86 56.98 -12.12