# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 190 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 3.66 # Trailing edge coordinates (mm): x= 60.01 y= 14.22 # # x(mm) y(mm) 11.06 0.63 11.37 0.69 11.88 0.75 12.38 0.75 12.89 0.75 13.39 0.75 13.89 0.75 14.40 0.66 14.91 0.60 15.41 0.50 15.91 0.37 16.42 0.28 16.92 0.16 17.43 -0.04 17.93 -0.19 18.44 -0.35 18.94 -0.57 19.45 -0.73 19.95 -0.95 20.46 -1.17 20.96 -1.39 21.47 -1.58 21.97 -1.80 22.48 -1.99 22.98 -2.21 23.48 -2.43 23.99 -2.62 24.49 -2.81 25.00 -2.94 25.50 -3.09 26.01 -3.25 26.51 -3.47 27.02 -3.63 27.52 -3.79 28.03 -3.92 28.53 -4.07 29.04 -4.20 29.54 -4.33 30.05 -4.42 30.55 -4.55 31.06 -4.61 31.56 -4.67 32.07 -4.80 32.57 -4.83 33.07 -4.93 33.58 -5.05 34.08 -5.05 34.59 -5.18 35.09 -5.18 35.60 -5.21 36.10 -5.31 36.61 -5.31 37.11 -5.31 37.62 -5.34 38.12 -5.43 38.63 -5.43 39.13 -5.43 39.64 -5.40 40.14 -5.31 40.65 -5.31 41.15 -5.24 41.65 -5.18 42.16 -5.18 42.66 -5.08 43.17 -5.05 43.67 -4.96 44.18 -4.89 44.68 -4.76 45.19 -4.64 45.69 -4.48 46.20 -4.33 46.70 -4.17 47.20 -4.01 47.71 -3.85 48.22 -3.63 48.72 -3.41 49.23 -3.16 49.73 -2.90 50.23 -2.62 50.74 -2.27 51.24 -1.92 51.75 -1.58 52.25 -1.20 52.76 -0.70 53.26 -0.19 53.77 0.38 54.27 1.04 54.78 1.80 55.28 2.65 55.78 3.66 56.35 4.92