# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 285 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 22.76 # Trailing edge coordinates (mm): x= 66.15 y= -11.42 # # x(mm) y(mm) 10.30 4.28 10.62 4.48 11.12 4.66 11.63 4.79 12.13 4.92 12.63 5.04 13.14 5.17 13.64 5.26 14.15 5.29 14.65 5.39 15.16 5.42 15.66 5.39 16.17 5.29 16.67 5.29 17.18 5.17 17.68 5.11 18.19 5.01 18.69 4.89 19.19 4.76 19.70 4.60 20.20 4.41 20.71 4.22 21.21 3.97 21.72 3.72 22.22 3.47 22.73 3.21 23.23 2.90 23.74 2.65 24.24 2.33 24.75 2.02 25.25 1.73 25.76 1.36 26.26 1.01 26.77 0.63 27.27 0.25 27.77 -0.13 28.28 -0.51 28.78 -0.95 29.29 -1.33 29.79 -1.74 30.30 -2.11 30.80 -2.49 31.31 -2.87 31.81 -3.22 32.32 -3.63 32.82 -3.94 33.33 -4.26 33.83 -4.57 34.34 -4.86 34.84 -5.14 35.34 -5.43 35.85 -5.74 36.35 -6.06 36.86 -6.31 37.36 -6.56 37.87 -6.88 38.37 -7.19 38.88 -7.45 39.38 -7.70 39.89 -7.95 40.39 -8.20 40.90 -8.39 41.40 -8.58 41.91 -8.77 42.41 -8.93 42.92 -9.12 43.42 -9.28 43.93 -9.43 44.43 -9.56 44.93 -9.69 45.44 -9.81 45.94 -9.91 46.45 -10.03 46.95 -10.13 47.46 -10.23 47.96 -10.35 48.47 -10.41 48.97 -10.48 49.48 -10.57 49.98 -10.60 50.49 -10.69 50.99 -10.73 51.50 -10.73 52.00 -10.86 52.50 -10.86 53.01 -10.86 53.52 -10.98 54.02 -10.98 54.52 -11.07 55.03 -11.11 55.53 -11.11 56.04 -11.11 56.23 -11.11