# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 70 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): -17.43 # Trailing edge coordinates (mm): x= 63.56 y= 1.02 # # x(mm) y(mm) 10.68 -3.29 10.99 -3.35 11.50 -3.47 12.00 -3.60 12.51 -3.72 13.01 -3.85 13.52 -3.92 14.02 -3.98 14.53 -4.04 15.03 -4.04 15.54 -4.04 16.04 -4.04 16.55 -4.04 17.05 -3.92 17.56 -3.85 18.06 -3.75 18.56 -3.66 19.07 -3.57 19.57 -3.44 20.08 -3.25 20.58 -3.09 21.09 -2.90 21.59 -2.65 22.10 -2.40 22.60 -2.11 23.11 -1.80 23.61 -1.48 24.12 -1.14 24.62 -0.85 25.13 -0.47 25.63 -0.10 26.14 0.28 26.64 0.69 27.14 1.17 27.65 1.57 28.15 2.08 28.66 2.58 29.16 3.09 29.67 3.59 30.17 4.10 30.68 4.60 31.18 4.98 31.69 5.49 32.19 5.86 32.69 6.28 33.20 6.66 33.70 6.97 34.21 7.32 34.72 7.66 35.22 7.98 35.72 8.26 36.23 8.55 36.73 8.83 37.24 9.08 37.74 9.33 38.25 9.59 38.75 9.78 39.26 9.93 39.76 10.12 40.27 10.28 40.77 10.41 41.27 10.53 41.78 10.63 42.28 10.72 42.79 10.79 43.30 10.85 43.80 10.85 44.30 10.85 44.81 10.85 45.31 10.79 45.82 10.72 46.32 10.69 46.83 10.59 47.33 10.50 47.84 10.41 48.34 10.25 48.85 10.12 49.35 9.93 49.85 9.78 50.36 9.62 50.86 9.40 51.37 9.17 51.87 8.96 52.38 8.70 52.88 8.45 53.39 8.17 53.89 7.85 54.40 7.57 54.90 7.22 55.34 6.93