# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 155 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -8.72 # Trailing edge coordinates (mm): x= 67.08 y= -16.34 # # x(mm) y(mm) 11.06 -1.64 11.37 -1.64 11.88 -1.64 12.38 -1.76 12.89 -1.76 13.39 -1.89 13.89 -1.89 14.40 -2.02 14.91 -2.02 15.41 -2.02 15.91 -2.02 16.42 -2.02 16.92 -2.02 17.43 -2.02 17.93 -2.02 18.44 -2.02 18.94 -2.02 19.45 -2.02 19.95 -2.02 20.46 -2.02 20.96 -2.02 21.47 -2.02 21.97 -2.02 22.48 -2.02 22.98 -2.02 23.48 -2.02 23.99 -2.02 24.49 -2.02 25.00 -2.02 25.50 -2.02 26.01 -1.89 26.51 -1.89 27.02 -1.89 27.52 -1.89 28.03 -1.83 28.53 -1.76 29.04 -1.76 29.54 -1.76 30.05 -1.76 30.55 -1.76 31.06 -1.76 31.56 -1.76 32.07 -1.76 32.57 -1.76 33.07 -1.76 33.58 -1.76 34.08 -1.76 34.59 -1.76 35.09 -1.76 35.60 -1.76 36.10 -1.76 36.61 -1.76 37.11 -1.83 37.62 -1.89 38.12 -1.89 38.63 -1.99 39.13 -2.02 39.64 -2.11 40.14 -2.14 40.65 -2.27 41.15 -2.33 41.65 -2.43 42.16 -2.52 42.66 -2.65 43.17 -2.74 43.67 -2.87 44.18 -3.00 44.68 -3.12 45.19 -3.25 45.69 -3.37 46.20 -3.57 46.70 -3.75 47.20 -3.94 47.71 -4.10 48.22 -4.29 48.72 -4.48 49.23 -4.67 49.73 -4.92 50.23 -5.11 50.74 -5.36 51.24 -5.62 51.75 -5.87 52.25 -6.15 52.76 -6.44 53.26 -6.72 53.77 -7.04 54.27 -7.32 54.78 -7.63 55.28 -7.95 55.78 -8.30 56.29 -8.58 56.80 -8.93 57.30 -9.27 57.81 -9.65 58.31 -10.03 58.81 -10.38 59.00 -10.47