# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 300 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 23.24 # Trailing edge coordinates (mm): x= 66.15 y= -15.36 # # x(mm) y(mm) 10.30 4.28 10.62 4.48 11.12 4.63 11.63 4.83 12.13 4.92 12.63 5.04 13.14 5.11 13.64 5.17 14.15 5.17 14.65 5.17 15.16 5.17 15.66 5.11 16.17 5.04 16.67 4.98 17.18 4.92 17.68 4.79 18.19 4.70 18.69 4.57 19.19 4.38 19.70 4.22 20.20 4.07 20.71 3.85 21.21 3.69 21.72 3.47 22.22 3.21 22.73 2.96 23.23 2.71 23.74 2.46 24.24 2.27 24.75 2.02 25.25 1.76 25.76 1.51 26.26 1.26 26.77 0.98 27.27 0.63 27.77 0.35 28.28 0.06 28.78 -0.22 29.29 -0.51 29.79 -0.76 30.30 -1.01 30.80 -1.29 31.31 -1.58 31.81 -1.83 32.32 -2.08 32.82 -2.34 33.33 -2.59 33.83 -2.84 34.34 -3.06 34.84 -3.28 35.34 -3.50 35.85 -3.72 36.35 -3.98 36.86 -4.20 37.36 -4.42 37.87 -4.67 38.37 -4.89 38.88 -5.11 39.38 -5.34 39.89 -5.52 40.39 -5.74 40.90 -5.97 41.40 -6.15 41.91 -6.37 42.41 -6.63 42.92 -6.85 43.42 -7.04 43.93 -7.23 44.43 -7.41 44.93 -7.64 45.44 -7.86 45.94 -8.04 46.45 -8.27 46.95 -8.42 47.46 -8.65 47.96 -8.83 48.47 -9.02 48.97 -9.25 49.48 -9.43 49.98 -9.66 50.49 -9.81 50.99 -10.03 51.50 -10.19 52.00 -10.38 52.50 -10.57 53.01 -10.76 53.52 -10.92 54.02 -11.11 54.52 -11.30 55.03 -11.45 55.53 -11.64 56.04 -11.80 56.54 -11.96 56.73 -11.99