# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 95 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -19.18 # Trailing edge coordinates (mm): x= 70.05 y= -6.18 # # x(mm) y(mm) 10.55 -3.78 10.87 -3.85 11.37 -4.00 11.88 -4.20 12.38 -4.35 12.89 -4.51 13.39 -4.67 13.89 -4.79 14.40 -4.92 14.91 -5.01 15.41 -5.11 15.91 -5.17 16.42 -5.30 16.92 -5.36 17.43 -5.42 17.93 -5.52 18.44 -5.55 18.94 -5.65 19.45 -5.68 19.95 -5.80 20.46 -5.84 20.96 -5.93 21.47 -5.93 21.97 -5.99 22.48 -6.05 22.98 -6.05 23.48 -6.05 23.99 -6.12 24.49 -6.18 25.00 -6.18 25.50 -6.18 26.01 -6.25 26.51 -6.31 27.02 -6.31 27.52 -6.31 28.03 -6.31 28.53 -6.31 29.04 -6.31 29.54 -6.31 30.05 -6.31 30.55 -6.31 31.06 -6.31 31.56 -6.37 32.07 -6.43 32.57 -6.43 33.07 -6.43 33.58 -6.43 34.08 -6.43 34.59 -6.43 35.09 -6.43 35.60 -6.43 36.10 -6.43 36.61 -6.43 37.11 -6.43 37.62 -6.43 38.12 -6.43 38.63 -6.43 39.13 -6.43 39.64 -6.43 40.14 -6.43 40.65 -6.43 41.15 -6.43 41.65 -6.43 42.16 -6.43 42.66 -6.43 43.17 -6.43 43.67 -6.43 44.18 -6.43 44.68 -6.43 45.19 -6.43 45.69 -6.43 46.20 -6.43 46.70 -6.43 47.20 -6.43 47.71 -6.43 48.22 -6.43 48.72 -6.43 49.23 -6.43 49.73 -6.43 50.23 -6.37 50.74 -6.31 51.24 -6.31 51.75 -6.31 52.25 -6.31 52.76 -6.31 53.26 -6.31 53.77 -6.31 54.27 -6.31 54.78 -6.31 55.28 -6.31 55.78 -6.31 56.29 -6.31 56.80 -6.31 57.30 -6.31 57.81 -6.31 58.31 -6.31 58.81 -6.31 59.32 -6.31 59.82 -6.31 60.14 -6.31