# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 40 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -12.51 # Trailing edge coordinates (mm): x= 67.13 y= 9.08 # # x(mm) y(mm) 10.93 -2.39 11.25 -2.43 11.75 -2.52 12.25 -2.65 12.76 -2.71 13.26 -2.77 13.77 -2.90 14.27 -3.00 14.78 -3.09 15.28 -3.15 15.79 -3.28 16.29 -3.34 16.80 -3.40 17.30 -3.53 17.81 -3.53 18.31 -3.66 18.82 -3.66 19.32 -3.78 19.83 -3.78 20.33 -3.91 20.84 -3.94 21.34 -4.03 21.85 -4.07 22.35 -4.16 22.85 -4.20 23.36 -4.29 23.86 -4.29 24.37 -4.32 24.87 -4.41 25.38 -4.41 25.88 -4.45 26.39 -4.54 26.89 -4.54 27.40 -4.58 27.90 -4.67 28.41 -4.67 28.91 -4.67 29.41 -4.67 29.92 -4.67 30.43 -4.67 30.93 -4.67 31.43 -4.67 31.94 -4.67 32.44 -4.67 32.95 -4.67 33.45 -4.67 33.96 -4.67 34.46 -4.67 34.97 -4.67 35.47 -4.67 35.98 -4.67 36.48 -4.54 36.98 -4.54 37.49 -4.54 38.00 -4.41 38.50 -4.41 39.00 -4.38 39.51 -4.29 40.01 -4.26 40.52 -4.13 41.02 -4.03 41.53 -3.91 42.03 -3.82 42.54 -3.72 43.04 -3.60 43.55 -3.44 44.05 -3.31 44.56 -3.19 45.06 -3.06 45.57 -2.87 46.07 -2.71 46.57 -2.56 47.08 -2.36 47.58 -2.21 48.09 -2.02 48.59 -1.83 49.10 -1.61 49.60 -1.42 50.11 -1.20 50.61 -0.98 51.12 -0.76 51.62 -0.54 52.13 -0.32 52.63 -0.09 53.14 0.13 53.64 0.38 54.15 0.63 54.65 0.88 55.16 1.16 55.66 1.45 56.16 1.77 56.67 2.05 57.17 2.40 57.68 2.74 58.18 3.06 58.69 3.41 58.88 3.54