# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 340 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): 7.84 # Trailing edge coordinates (mm): x= 67.15 y= 16.21 # # x(mm) y(mm) 11.06 1.52 11.37 1.52 11.88 1.64 12.38 1.70 12.89 1.77 13.39 1.86 13.89 1.93 14.40 2.02 14.91 2.05 15.41 2.15 15.91 2.15 16.42 2.21 16.92 2.27 17.43 2.27 17.93 2.27 18.44 2.36 18.94 2.40 19.45 2.40 19.95 2.40 20.46 2.40 20.96 2.40 21.47 2.40 21.97 2.40 22.48 2.40 22.98 2.40 23.48 2.40 23.99 2.40 24.49 2.40 25.00 2.27 25.50 2.27 26.01 2.27 26.51 2.27 27.02 2.21 27.52 2.15 28.03 2.15 28.53 2.15 29.04 2.15 29.54 2.15 30.05 2.15 30.55 2.08 31.06 2.02 31.56 2.02 32.07 2.02 32.57 2.02 33.07 2.02 33.58 2.02 34.08 2.02 34.59 2.02 35.09 2.05 35.60 2.15 36.10 2.15 36.61 2.15 37.11 2.24 37.62 2.27 38.12 2.30 38.63 2.40 39.13 2.49 39.64 2.53 40.14 2.65 40.65 2.71 41.15 2.78 41.65 2.90 42.16 2.99 42.66 3.09 43.17 3.22 43.67 3.34 44.18 3.50 44.68 3.63 45.19 3.79 45.69 3.94 46.20 4.10 46.70 4.23 47.20 4.38 47.71 4.61 48.22 4.76 48.72 4.98 49.23 5.14 49.73 5.36 50.23 5.58 50.74 5.80 51.24 5.99 51.75 6.25 52.25 6.50 52.76 6.75 53.26 7.00 53.77 7.25 54.27 7.51 54.78 7.82 55.28 8.10 55.78 8.45 56.29 8.73 56.80 9.05 57.30 9.37 57.81 9.68 58.31 10.00 58.81 10.38 59.00 10.48