# FSI Induced Oscillation of a Flexible Structure - TL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 15 # # Inlet velocity (m/s): 0.68 # Frequency of the motion: (Hz): 4.45 # Front body angle of attack (deg): -8.40 # Trailing edge coordinates (mm): x= 63.11 y= 20.07 # # x(mm) y(mm) 11.51 -1.60 11.84 -1.70 12.37 -1.73 12.90 -1.86 13.43 -1.86 13.96 -2.00 14.50 -2.00 15.03 -2.13 15.56 -2.13 16.09 -2.26 16.62 -2.29 17.15 -2.39 17.69 -2.42 18.22 -2.53 18.75 -2.56 19.28 -2.66 19.81 -2.69 20.35 -2.79 20.88 -2.79 21.41 -2.86 21.94 -2.93 22.47 -2.93 23.01 -2.93 23.54 -2.93 24.07 -2.93 24.60 -2.93 25.13 -2.93 25.66 -2.93 26.20 -2.93 26.73 -2.93 27.26 -2.93 27.79 -2.86 28.32 -2.79 28.86 -2.79 29.39 -2.72 29.92 -2.66 30.45 -2.59 30.98 -2.53 31.52 -2.39 32.05 -2.29 32.58 -2.19 33.11 -2.06 33.64 -1.93 34.18 -1.76 34.71 -1.63 35.24 -1.43 35.77 -1.23 36.30 -1.03 36.83 -0.83 37.37 -0.63 37.90 -0.40 38.43 -0.16 38.96 0.07 39.49 0.33 40.03 0.66 40.56 0.93 41.09 1.20 41.62 1.49 42.15 1.80 42.69 2.13 43.22 2.43 43.75 2.76 44.28 3.09 44.81 3.42 45.35 3.82 45.88 4.22 46.41 4.62 46.94 5.02 47.47 5.42 48.00 5.85 48.54 6.32 49.07 6.71 49.60 7.18 50.13 7.65 50.66 8.08 51.20 8.58 51.73 9.11 52.26 9.54 52.79 10.04 53.32 10.57 53.86 11.10 54.39 11.60 54.92 12.03 55.45 12.57 55.91 13.13