# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 175 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -1.39 # Trailing edge coordinates (mm): x= 66.28 y= -15.67 # # x(mm) y(mm) 11.31 -0.25 11.63 -0.25 12.13 -0.25 12.63 -0.25 13.14 -0.16 13.64 -0.12 14.15 -0.12 14.65 -0.12 15.16 -0.12 15.66 -0.12 16.17 -0.12 16.67 -0.12 17.18 -0.12 17.68 -0.12 18.19 -0.12 18.69 -0.12 19.19 -0.12 19.70 -0.09 20.20 -0.00 20.71 -0.00 21.21 -0.00 21.72 -0.00 22.22 -0.00 22.73 0.06 23.23 0.13 23.74 0.13 24.24 0.13 24.75 0.22 25.25 0.26 25.76 0.26 26.26 0.29 26.77 0.38 27.27 0.38 27.77 0.38 28.28 0.41 28.78 0.51 29.29 0.51 29.79 0.51 30.30 0.51 30.80 0.63 31.31 0.63 31.81 0.63 32.32 0.63 32.82 0.63 33.33 0.63 33.83 0.63 34.34 0.63 34.84 0.63 35.34 0.63 35.85 0.57 36.35 0.51 36.86 0.51 37.36 0.47 37.87 0.38 38.37 0.38 38.88 0.29 39.38 0.22 39.89 0.13 40.39 0.03 40.90 -0.06 41.40 -0.19 41.91 -0.32 42.41 -0.44 42.92 -0.57 43.42 -0.69 43.93 -0.85 44.43 -0.98 44.93 -1.17 45.44 -1.36 45.94 -1.55 46.45 -1.70 46.95 -1.96 47.46 -2.21 47.96 -2.43 48.47 -2.65 48.97 -2.90 49.48 -3.16 49.98 -3.41 50.49 -3.66 50.99 -3.91 51.50 -4.20 52.00 -4.54 52.50 -4.89 53.01 -5.21 53.52 -5.55 54.02 -5.90 54.52 -6.22 55.03 -6.56 55.53 -6.94 56.04 -7.29 56.54 -7.67 57.05 -8.11 57.55 -8.52 58.06 -8.93 58.50 -9.33