# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 50 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -14.51 # Trailing edge coordinates (mm): x= 67.69 y= 6.76 # # x(mm) y(mm) 11.06 -2.90 11.37 -2.94 11.88 -3.03 12.38 -3.15 12.89 -3.28 13.39 -3.37 13.89 -3.47 14.40 -3.53 14.91 -3.66 15.41 -3.75 15.91 -3.85 16.42 -3.94 16.92 -4.03 17.43 -4.13 17.93 -4.20 18.44 -4.29 18.94 -4.35 19.45 -4.41 19.95 -4.51 20.46 -4.54 20.96 -4.67 21.47 -4.70 21.97 -4.79 22.48 -4.79 22.98 -4.89 23.48 -4.92 23.99 -4.95 24.49 -5.04 25.00 -5.08 25.50 -5.17 26.01 -5.17 26.51 -5.27 27.02 -5.30 27.52 -5.30 28.03 -5.33 28.53 -5.42 29.04 -5.42 29.54 -5.42 30.05 -5.42 30.55 -5.42 31.06 -5.42 31.56 -5.55 32.07 -5.55 32.57 -5.55 33.07 -5.55 33.58 -5.55 34.08 -5.55 34.59 -5.55 35.09 -5.55 35.60 -5.55 36.10 -5.46 36.61 -5.42 37.11 -5.42 37.62 -5.42 38.12 -5.42 38.63 -5.36 39.13 -5.30 39.64 -5.24 40.14 -5.17 40.65 -5.11 41.15 -5.04 41.65 -4.92 42.16 -4.83 42.66 -4.73 43.17 -4.61 43.67 -4.51 44.18 -4.38 44.68 -4.26 45.19 -4.10 45.69 -3.94 46.20 -3.82 46.70 -3.63 47.20 -3.47 47.71 -3.34 48.22 -3.19 48.72 -3.00 49.23 -2.84 49.73 -2.62 50.23 -2.46 50.74 -2.24 51.24 -2.08 51.75 -1.86 52.25 -1.64 52.76 -1.39 53.26 -1.14 53.77 -0.95 54.27 -0.69 54.78 -0.44 55.28 -0.19 55.78 0.06 56.29 0.32 56.80 0.57 57.30 0.88 57.81 1.13 58.31 1.39 58.81 1.64 59.13 1.77