# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 140 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -13.51 # Trailing edge coordinates (mm): x= 68.07 y= -15.39 # # x(mm) y(mm) 10.93 -2.52 11.25 -2.65 11.75 -2.74 12.25 -2.81 12.76 -2.90 13.26 -3.00 13.77 -3.03 14.27 -3.09 14.78 -3.15 15.28 -3.15 15.79 -3.28 16.29 -3.28 16.80 -3.34 17.30 -3.40 17.81 -3.40 18.31 -3.50 18.82 -3.53 19.32 -3.53 19.83 -3.53 20.33 -3.53 20.84 -3.53 21.34 -3.53 21.85 -3.63 22.35 -3.66 22.85 -3.66 23.36 -3.66 23.86 -3.66 24.37 -3.66 24.87 -3.66 25.38 -3.66 25.88 -3.66 26.39 -3.66 26.89 -3.66 27.40 -3.66 27.90 -3.66 28.41 -3.66 28.91 -3.66 29.41 -3.66 29.92 -3.66 30.43 -3.66 30.93 -3.66 31.43 -3.66 31.94 -3.66 32.44 -3.66 32.95 -3.66 33.45 -3.66 33.96 -3.66 34.46 -3.66 34.97 -3.66 35.47 -3.66 35.98 -3.66 36.48 -3.66 36.98 -3.66 37.49 -3.66 38.00 -3.66 38.50 -3.66 39.00 -3.69 39.51 -3.78 40.01 -3.78 40.52 -3.88 41.02 -3.91 41.53 -4.00 42.03 -4.03 42.54 -4.13 43.04 -4.20 43.55 -4.29 44.05 -4.38 44.56 -4.51 45.06 -4.61 45.57 -4.70 46.07 -4.83 46.57 -4.92 47.08 -5.04 47.58 -5.17 48.09 -5.33 48.59 -5.46 49.10 -5.62 49.60 -5.81 50.11 -5.99 50.61 -6.18 51.12 -6.37 51.62 -6.59 52.13 -6.75 52.63 -6.97 53.14 -7.19 53.64 -7.45 54.15 -7.70 54.65 -7.95 55.16 -8.20 55.66 -8.45 56.16 -8.74 56.67 -9.02 57.17 -9.31 57.68 -9.59 58.18 -9.84 58.69 -10.16 59.26 -10.47