# FSI Induced Oscillation of a Flexible Structure - TL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 135 # # Inlet velocity (m/s): 0.68 # Frequency of the motion: (Hz): 4.45 # Front body angle of attack (deg): -15.98 # Trailing edge coordinates (mm): x= 68.50 y= -18.19 # # x(mm) y(mm) 10.84 -3.06 11.17 -3.19 11.70 -3.36 12.23 -3.52 12.77 -3.69 13.30 -3.86 13.83 -4.02 14.36 -4.19 14.89 -4.36 15.43 -4.55 15.96 -4.72 16.49 -4.89 17.02 -5.08 17.55 -5.25 18.09 -5.42 18.62 -5.62 19.15 -5.78 19.68 -5.95 20.21 -6.18 20.74 -6.35 21.28 -6.58 21.81 -6.75 22.34 -6.95 22.87 -7.11 23.40 -7.34 23.94 -7.51 24.47 -7.71 25.00 -7.91 25.53 -8.11 26.06 -8.31 26.60 -8.48 27.13 -8.71 27.66 -8.88 28.19 -9.07 28.72 -9.28 29.26 -9.47 29.79 -9.68 30.32 -9.87 30.85 -10.07 31.38 -10.30 31.91 -10.47 32.45 -10.70 32.98 -10.87 33.51 -11.07 34.04 -11.23 34.57 -11.40 35.11 -11.60 35.64 -11.77 36.17 -11.94 36.70 -12.13 37.23 -12.30 37.77 -12.47 38.30 -12.63 38.83 -12.80 39.36 -12.96 39.89 -13.10 40.43 -13.27 40.96 -13.40 41.49 -13.56 42.02 -13.70 42.55 -13.83 43.08 -13.93 43.62 -14.06 44.15 -14.20 44.68 -14.33 45.21 -14.43 45.74 -14.53 46.28 -14.63 46.81 -14.73 47.34 -14.82 47.87 -14.89 48.40 -15.03 48.94 -15.09 49.47 -15.16 50.00 -15.29 50.53 -15.36 51.06 -15.43 51.59 -15.56 52.13 -15.62 52.66 -15.69 53.19 -15.83 53.72 -15.89 54.25 -15.96 54.79 -16.09 55.32 -16.15 55.85 -16.22 56.38 -16.32 56.91 -16.36 57.45 -16.49 57.98 -16.55 58.49 -16.60