# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 110 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -18.90 # Trailing edge coordinates (mm): x= 69.86 y= -10.31 # # x(mm) y(mm) 10.55 -3.66 10.87 -3.75 11.37 -3.88 11.88 -4.07 12.38 -4.20 12.89 -4.32 13.39 -4.41 13.89 -4.54 14.40 -4.61 14.91 -4.67 15.41 -4.79 15.91 -4.86 16.42 -4.92 16.92 -4.92 17.43 -5.04 17.93 -5.04 18.44 -5.04 18.94 -5.11 19.45 -5.17 19.95 -5.17 20.46 -5.21 20.96 -5.30 21.47 -5.30 21.97 -5.30 22.48 -5.36 22.98 -5.42 23.48 -5.42 23.99 -5.42 24.49 -5.55 25.00 -5.55 25.50 -5.55 26.01 -5.59 26.51 -5.68 27.02 -5.68 27.52 -5.68 28.03 -5.77 28.53 -5.80 29.04 -5.80 29.54 -5.80 30.05 -5.93 30.55 -5.93 31.06 -5.93 31.56 -5.96 32.07 -6.05 32.57 -6.05 33.07 -6.09 33.58 -6.18 34.08 -6.18 34.59 -6.18 35.09 -6.25 35.60 -6.31 36.10 -6.31 36.61 -6.31 37.11 -6.34 37.62 -6.43 38.12 -6.43 38.63 -6.43 39.13 -6.50 39.64 -6.56 40.14 -6.56 40.65 -6.56 41.15 -6.62 41.65 -6.68 42.16 -6.68 42.66 -6.68 43.17 -6.68 43.67 -6.68 44.18 -6.68 44.68 -6.68 45.19 -6.68 45.69 -6.81 46.20 -6.81 46.70 -6.81 47.20 -6.81 47.71 -6.81 48.22 -6.81 48.72 -6.81 49.23 -6.81 49.73 -6.81 50.23 -6.81 50.74 -6.94 51.24 -6.94 51.75 -6.94 52.25 -7.03 52.76 -7.06 53.26 -7.19 53.77 -7.19 54.27 -7.32 54.78 -7.32 55.28 -7.41 55.78 -7.44 56.29 -7.57 56.80 -7.63 57.30 -7.69 57.81 -7.82 58.31 -7.92 58.81 -8.04 59.32 -8.14 59.82 -8.23 60.26 -8.32