# FSI Induced Oscillation of a Flexible Structure - LL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 45 # # Inlet velocity (m/s): 1.07 # Frequency of the motion: (Hz): 6.38 # Front body angle of attack (deg): -13.55 # Trailing edge coordinates (mm): x= 67.36 y= 7.97 # # x(mm) y(mm) 10.93 -2.65 11.25 -2.71 11.75 -2.81 12.25 -2.90 12.76 -3.03 13.26 -3.12 13.77 -3.25 14.27 -3.34 14.78 -3.47 15.28 -3.57 15.79 -3.66 16.29 -3.78 16.80 -3.88 17.30 -3.91 17.81 -3.97 18.31 -4.03 18.82 -4.10 19.32 -4.16 19.83 -4.29 20.33 -4.29 20.84 -4.41 21.34 -4.41 21.85 -4.51 22.35 -4.58 22.85 -4.67 23.36 -4.67 23.86 -4.79 24.37 -4.79 24.87 -4.79 25.38 -4.86 25.88 -4.92 26.39 -4.92 26.89 -4.95 27.40 -5.04 27.90 -5.04 28.41 -5.08 28.91 -5.17 29.41 -5.17 29.92 -5.17 30.43 -5.17 30.93 -5.17 31.43 -5.17 31.94 -5.17 32.44 -5.17 32.95 -5.17 33.45 -5.17 33.96 -5.17 34.46 -5.17 34.97 -5.17 35.47 -5.17 35.98 -5.04 36.48 -5.04 36.98 -4.98 37.49 -4.92 38.00 -4.92 38.50 -4.86 39.00 -4.79 39.51 -4.79 40.01 -4.73 40.52 -4.67 41.02 -4.58 41.53 -4.48 42.03 -4.38 42.54 -4.29 43.04 -4.20 43.55 -4.10 44.05 -4.00 44.56 -3.88 45.06 -3.75 45.57 -3.63 46.07 -3.47 46.57 -3.34 47.08 -3.19 47.58 -3.00 48.09 -2.81 48.59 -2.62 49.10 -2.43 49.60 -2.24 50.11 -2.05 50.61 -1.83 51.12 -1.58 51.62 -1.36 52.13 -1.14 52.63 -0.88 53.14 -0.63 53.64 -0.38 54.15 -0.13 54.65 0.13 55.16 0.38 55.66 0.69 56.16 0.95 56.67 1.23 57.17 1.54 57.68 1.86 58.18 2.17 58.69 2.49 59.00 2.65