# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 90 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -19.11 # Trailing edge coordinates (mm): x= 70.02 y= -4.72 # # x(mm) y(mm) 10.68 -3.78 10.99 -3.85 11.50 -3.97 12.00 -4.13 12.51 -4.29 13.01 -4.41 13.52 -4.54 14.02 -4.67 14.53 -4.79 15.03 -4.92 15.54 -5.01 16.04 -5.11 16.55 -5.21 17.05 -5.30 17.56 -5.42 18.06 -5.52 18.56 -5.62 19.07 -5.68 19.57 -5.80 20.08 -5.87 20.58 -5.93 21.09 -5.99 21.59 -6.05 22.10 -6.05 22.60 -6.12 23.11 -6.18 23.61 -6.18 24.12 -6.18 24.62 -6.28 25.13 -6.31 25.63 -6.31 26.14 -6.31 26.64 -6.40 27.14 -6.43 27.65 -6.43 28.15 -6.43 28.66 -6.43 29.16 -6.43 29.67 -6.43 30.17 -6.43 30.68 -6.43 31.18 -6.43 31.69 -6.43 32.19 -6.43 32.69 -6.43 33.20 -6.43 33.70 -6.43 34.21 -6.43 34.72 -6.43 35.22 -6.43 35.72 -6.43 36.23 -6.43 36.73 -6.43 37.24 -6.43 37.74 -6.43 38.25 -6.43 38.75 -6.43 39.26 -6.37 39.76 -6.31 40.27 -6.31 40.77 -6.31 41.27 -6.31 41.78 -6.31 42.28 -6.31 42.79 -6.31 43.30 -6.31 43.80 -6.22 44.30 -6.18 44.81 -6.18 45.31 -6.18 45.82 -6.18 46.32 -6.12 46.83 -6.05 47.33 -6.05 47.84 -6.05 48.34 -6.05 48.85 -6.02 49.35 -5.93 49.85 -5.93 50.36 -5.93 50.86 -5.93 51.37 -5.93 51.87 -5.80 52.38 -5.80 52.88 -5.80 53.39 -5.80 53.89 -5.77 54.40 -5.68 54.90 -5.68 55.41 -5.68 55.91 -5.68 56.42 -5.65 56.92 -5.55 57.43 -5.55 57.93 -5.55 58.43 -5.55 58.94 -5.55 59.44 -5.46 60.01 -5.42