# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 165 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -5.21 # Trailing edge coordinates (mm): x= 66.66 y= -16.16 # # x(mm) y(mm) 11.06 -1.01 11.37 -1.01 11.88 -1.01 12.38 -1.01 12.89 -1.01 13.39 -1.01 13.89 -1.01 14.40 -1.01 14.91 -1.01 15.41 -1.01 15.91 -1.01 16.42 -1.01 16.92 -1.01 17.43 -1.01 17.93 -1.01 18.44 -1.01 18.94 -1.01 19.45 -1.01 19.95 -1.01 20.46 -1.01 20.96 -1.01 21.47 -0.95 21.97 -0.88 22.48 -0.88 22.98 -0.88 23.48 -0.88 23.99 -0.82 24.49 -0.75 25.00 -0.75 25.50 -0.66 26.01 -0.63 26.51 -0.63 27.02 -0.63 27.52 -0.63 28.03 -0.63 28.53 -0.54 29.04 -0.50 29.54 -0.50 30.05 -0.50 30.55 -0.50 31.06 -0.50 31.56 -0.50 32.07 -0.50 32.57 -0.50 33.07 -0.50 33.58 -0.50 34.08 -0.50 34.59 -0.63 35.09 -0.63 35.60 -0.63 36.10 -0.72 36.61 -0.75 37.11 -0.75 37.62 -0.88 38.12 -0.88 38.63 -0.95 39.13 -1.01 39.64 -1.04 40.14 -1.13 40.65 -1.20 41.15 -1.33 41.65 -1.42 42.16 -1.51 42.66 -1.61 43.17 -1.70 43.67 -1.83 44.18 -1.96 44.68 -2.11 45.19 -2.30 45.69 -2.43 46.20 -2.59 46.70 -2.81 47.20 -3.00 47.71 -3.22 48.22 -3.47 48.72 -3.66 49.23 -3.85 49.73 -4.10 50.23 -4.35 50.74 -4.64 51.24 -4.92 51.75 -5.17 52.25 -5.43 52.76 -5.71 53.26 -6.06 53.77 -6.41 54.27 -6.72 54.78 -7.07 55.28 -7.42 55.78 -7.79 56.29 -8.17 56.80 -8.55 57.30 -8.93 57.81 -9.34 58.31 -9.72 58.62 -9.97