# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 135 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -14.77 # Trailing edge coordinates (mm): x= 68.55 y= -14.96 # # x(mm) y(mm) 10.80 -2.90 11.12 -2.94 11.63 -3.03 12.13 -3.12 12.63 -3.15 13.14 -3.28 13.64 -3.31 14.15 -3.40 14.65 -3.47 15.16 -3.53 15.66 -3.53 16.17 -3.66 16.67 -3.66 17.18 -3.66 17.68 -3.75 18.19 -3.78 18.69 -3.78 19.19 -3.88 19.70 -3.91 20.20 -3.91 20.71 -4.00 21.21 -4.03 21.72 -4.03 22.22 -4.07 22.73 -4.16 23.23 -4.16 23.74 -4.16 24.24 -4.16 24.75 -4.16 25.25 -4.16 25.76 -4.16 26.26 -4.16 26.77 -4.16 27.27 -4.16 27.77 -4.16 28.28 -4.26 28.78 -4.29 29.29 -4.29 29.79 -4.29 30.30 -4.29 30.80 -4.29 31.31 -4.29 31.81 -4.29 32.32 -4.29 32.82 -4.29 33.33 -4.29 33.83 -4.29 34.34 -4.29 34.84 -4.29 35.34 -4.29 35.85 -4.29 36.35 -4.29 36.86 -4.29 37.36 -4.29 37.87 -4.29 38.37 -4.29 38.88 -4.35 39.38 -4.41 39.89 -4.41 40.39 -4.45 40.90 -4.54 41.40 -4.54 41.91 -4.54 42.41 -4.67 42.92 -4.67 43.42 -4.70 43.93 -4.79 44.43 -4.86 44.93 -4.95 45.44 -5.08 45.94 -5.21 46.45 -5.33 46.95 -5.46 47.46 -5.59 47.96 -5.71 48.47 -5.87 48.97 -6.02 49.48 -6.22 49.98 -6.37 50.49 -6.53 50.99 -6.72 51.50 -6.88 52.00 -7.03 52.50 -7.26 53.01 -7.41 53.52 -7.60 54.02 -7.82 54.52 -8.08 55.03 -8.33 55.53 -8.52 56.04 -8.77 56.54 -8.99 57.05 -9.21 57.55 -9.46 58.06 -9.72 58.56 -9.97 59.07 -10.22 59.63 -10.47