# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 125 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -17.03 # Trailing edge coordinates (mm): x= 69.21 y= -13.42 # # x(mm) y(mm) 10.93 -3.28 11.25 -3.37 11.75 -3.53 12.25 -3.66 12.76 -3.78 13.26 -3.91 13.77 -4.00 14.27 -4.07 14.78 -4.16 15.28 -4.16 15.79 -4.29 16.29 -4.29 16.80 -4.35 17.30 -4.41 17.81 -4.45 18.31 -4.54 18.82 -4.54 19.32 -4.64 19.83 -4.67 20.33 -4.73 20.84 -4.79 21.34 -4.79 21.85 -4.79 22.35 -4.89 22.85 -4.92 23.36 -4.92 23.86 -5.01 24.37 -5.04 24.87 -5.04 25.38 -5.04 25.88 -5.08 26.39 -5.17 26.89 -5.17 27.40 -5.17 27.90 -5.17 28.41 -5.17 28.91 -5.30 29.41 -5.30 29.92 -5.30 30.43 -5.30 30.93 -5.30 31.43 -5.39 31.94 -5.42 32.44 -5.42 32.95 -5.42 33.45 -5.42 33.96 -5.42 34.46 -5.46 34.97 -5.55 35.47 -5.55 35.98 -5.55 36.48 -5.55 36.98 -5.55 37.49 -5.55 38.00 -5.55 38.50 -5.55 39.00 -5.55 39.51 -5.55 40.01 -5.55 40.52 -5.55 41.02 -5.55 41.53 -5.55 42.03 -5.55 42.54 -5.55 43.04 -5.62 43.55 -5.68 44.05 -5.68 44.56 -5.74 45.06 -5.80 45.57 -5.80 46.07 -5.90 46.57 -5.93 47.08 -6.02 47.58 -6.09 48.09 -6.18 48.59 -6.31 49.10 -6.43 49.60 -6.56 50.11 -6.68 50.61 -6.81 51.12 -6.94 51.62 -7.06 52.13 -7.19 52.63 -7.35 53.14 -7.48 53.64 -7.60 54.15 -7.76 54.65 -7.92 55.16 -8.04 55.66 -8.23 56.16 -8.42 56.67 -8.61 57.17 -8.80 57.68 -9.02 58.18 -9.18 58.69 -9.40 59.19 -9.59 59.70 -9.78 59.89 -9.84