# FSI Induced Oscillation of a Flexible Structure - LL2 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 345 # # Inlet velocity (m/s): 1.45 # Frequency of the motion: (Hz): 13.58 # Front body angle of attack (deg): 7.26 # Trailing edge coordinates (mm): x= 60.83 y= -18.62 # # x(mm) y(mm) 11.06 1.38 11.37 1.42 11.88 1.51 12.38 1.57 12.89 1.63 13.39 1.73 13.89 1.80 14.40 1.89 14.91 1.98 15.41 2.01 15.91 2.08 16.42 2.14 16.92 2.14 17.43 2.18 17.93 2.27 18.44 2.27 18.94 2.27 19.45 2.39 19.95 2.39 20.46 2.39 20.96 2.39 21.47 2.39 21.97 2.39 22.48 2.46 22.98 2.52 23.48 2.52 23.99 2.55 24.49 2.64 25.00 2.64 25.50 2.71 26.01 2.77 26.51 2.77 27.02 2.77 27.52 2.90 28.03 2.90 28.53 2.90 29.04 2.90 29.54 2.90 30.05 2.90 30.55 2.90 31.06 2.81 31.56 2.77 32.07 2.77 32.57 2.77 33.07 2.64 33.58 2.64 34.08 2.52 34.59 2.52 35.09 2.46 35.60 2.39 36.10 2.33 36.61 2.27 37.11 2.18 37.62 2.14 38.12 2.05 38.63 2.01 39.13 1.89 39.64 1.89 40.14 1.76 40.65 1.70 41.15 1.57 41.65 1.48 42.16 1.35 42.66 1.23 43.17 1.07 43.67 0.94 44.18 0.79 44.68 0.63 45.19 0.47 45.69 0.31 46.20 0.09 46.70 -0.10 47.20 -0.32 47.71 -0.51 48.22 -0.73 48.72 -0.95 49.23 -1.20 49.73 -1.48 50.23 -1.77 50.74 -2.05 51.24 -2.40 51.75 -2.78 52.25 -3.12 52.76 -3.60 53.26 -3.98 53.77 -4.48 54.27 -5.08 54.78 -5.65 55.28 -6.31 55.78 -7.00 56.29 -7.89 56.80 -8.86 56.98 -9.34