# FSI Induced Oscillation of a Flexible Structure - TL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 175 # # Inlet velocity (m/s): 0.68 # Frequency of the motion: (Hz): 4.45 # Front body angle of attack (deg): -2.47 # Trailing edge coordinates (mm): x= 63.97 y= -23.82 # # x(mm) y(mm) 11.37 -0.40 11.70 -0.53 12.23 -0.53 12.77 -0.53 13.30 -0.53 13.83 -0.67 14.36 -0.67 14.89 -0.67 15.43 -0.67 15.96 -0.67 16.49 -0.67 17.02 -0.80 17.55 -0.80 18.09 -0.80 18.62 -0.93 19.15 -0.93 19.68 -0.93 20.21 -0.99 20.74 -1.06 21.28 -1.06 21.81 -1.06 22.34 -1.13 22.87 -1.20 23.40 -1.20 23.94 -1.20 24.47 -1.26 25.00 -1.33 25.53 -1.33 26.06 -1.33 26.60 -1.43 27.13 -1.46 27.66 -1.46 28.19 -1.60 28.72 -1.66 29.26 -1.73 29.79 -1.83 30.32 -1.89 30.85 -2.00 31.38 -2.13 31.91 -2.23 32.45 -2.32 32.98 -2.42 33.51 -2.56 34.04 -2.72 34.57 -2.86 35.11 -2.99 35.64 -3.12 36.17 -3.29 36.70 -3.43 37.23 -3.62 37.77 -3.86 38.30 -4.05 38.83 -4.32 39.36 -4.52 39.89 -4.79 40.43 -5.05 40.96 -5.32 41.49 -5.59 42.02 -5.85 42.55 -6.15 43.08 -6.48 43.62 -6.82 44.15 -7.15 44.68 -7.45 45.21 -7.81 45.74 -8.11 46.28 -8.48 46.81 -8.81 47.34 -9.18 47.87 -9.54 48.40 -9.94 48.94 -10.31 49.47 -10.67 50.00 -11.04 50.53 -11.44 51.06 -11.80 51.59 -12.20 52.13 -12.63 52.66 -13.03 53.19 -13.50 53.72 -13.96 54.25 -14.43 54.79 -14.96 55.32 -15.36 55.85 -15.89 56.38 -16.42 56.78 -16.88