# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 145 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -12.05 # Trailing edge coordinates (mm): x= 67.64 y= -15.93 # # x(mm) y(mm) 11.18 -2.27 11.50 -2.33 12.00 -2.43 12.51 -2.52 13.01 -2.62 13.52 -2.65 14.02 -2.74 14.53 -2.77 15.03 -2.81 15.54 -2.90 16.04 -2.90 16.55 -2.97 17.05 -3.03 17.56 -3.03 18.06 -3.03 18.56 -3.03 19.07 -3.06 19.57 -3.15 20.08 -3.15 20.58 -3.15 21.09 -3.15 21.59 -3.15 22.10 -3.15 22.60 -3.15 23.11 -3.15 23.61 -3.15 24.12 -3.15 24.62 -3.15 25.13 -3.15 25.63 -3.15 26.14 -3.15 26.64 -3.15 27.14 -3.15 27.65 -3.15 28.15 -3.15 28.66 -3.15 29.16 -3.15 29.67 -3.15 30.17 -3.15 30.68 -3.15 31.18 -3.15 31.69 -3.15 32.19 -3.15 32.69 -3.15 33.20 -3.15 33.70 -3.15 34.21 -3.12 34.72 -3.03 35.22 -3.03 35.72 -3.03 36.23 -3.03 36.73 -3.03 37.24 -3.03 37.74 -3.12 38.25 -3.15 38.75 -3.15 39.26 -3.25 39.76 -3.28 40.27 -3.31 40.77 -3.40 41.27 -3.50 41.78 -3.53 42.28 -3.66 42.79 -3.69 43.30 -3.78 43.80 -3.91 44.30 -4.03 44.81 -4.16 45.31 -4.29 45.82 -4.41 46.32 -4.58 46.83 -4.73 47.33 -4.89 47.84 -5.08 48.34 -5.24 48.85 -5.46 49.35 -5.62 49.85 -5.84 50.36 -5.99 50.86 -6.22 51.37 -6.44 51.87 -6.62 52.38 -6.88 52.88 -7.13 53.39 -7.38 53.89 -7.63 54.40 -7.89 54.90 -8.14 55.41 -8.42 55.91 -8.71 56.42 -9.02 56.92 -9.31 57.43 -9.59 57.93 -9.91 58.43 -10.19 58.94 -10.51 59.13 -10.60