# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 150 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -10.43 # Trailing edge coordinates (mm): x= 67.34 y= -16.16 # # x(mm) y(mm) 11.06 -2.02 11.37 -2.02 11.88 -2.08 12.38 -2.14 12.89 -2.24 13.39 -2.30 13.89 -2.39 14.40 -2.39 14.91 -2.49 15.41 -2.52 15.91 -2.52 16.42 -2.52 16.92 -2.52 17.43 -2.52 17.93 -2.52 18.44 -2.52 18.94 -2.52 19.45 -2.52 19.95 -2.52 20.46 -2.52 20.96 -2.52 21.47 -2.52 21.97 -2.52 22.48 -2.52 22.98 -2.52 23.48 -2.52 23.99 -2.52 24.49 -2.52 25.00 -2.52 25.50 -2.52 26.01 -2.52 26.51 -2.52 27.02 -2.52 27.52 -2.52 28.03 -2.52 28.53 -2.52 29.04 -2.52 29.54 -2.39 30.05 -2.39 30.55 -2.39 31.06 -2.39 31.56 -2.39 32.07 -2.30 32.57 -2.27 33.07 -2.27 33.58 -2.27 34.08 -2.27 34.59 -2.27 35.09 -2.27 35.60 -2.27 36.10 -2.27 36.61 -2.27 37.11 -2.27 37.62 -2.33 38.12 -2.39 38.63 -2.39 39.13 -2.46 39.64 -2.52 40.14 -2.59 40.65 -2.65 41.15 -2.74 41.65 -2.84 42.16 -2.90 42.66 -3.03 43.17 -3.15 43.67 -3.28 44.18 -3.40 44.68 -3.53 45.19 -3.69 45.69 -3.82 46.20 -3.94 46.70 -4.10 47.20 -4.29 47.71 -4.48 48.22 -4.64 48.72 -4.86 49.23 -5.05 49.73 -5.24 50.23 -5.46 50.74 -5.68 51.24 -5.93 51.75 -6.18 52.25 -6.44 52.76 -6.69 53.26 -6.94 53.77 -7.19 54.27 -7.51 54.78 -7.79 55.28 -8.08 55.78 -8.39 56.29 -8.68 56.80 -8.99 57.30 -9.31 57.81 -9.62 58.31 -9.94 58.81 -10.28 59.13 -10.47