# FSI Induced Oscillation of a Flexible Structure - TL1 Model # Pereira Gomes & Lienhart # # Structure deflections, phase angle= 165 # # Inlet velocity (m/s): 0.68 # Frequency of the motion: (Hz): 4.45 # Front body angle of attack (deg): -6.75 # Trailing edge coordinates (mm): x= 64.87 y= -24.38 # # x(mm) y(mm) 11.24 -1.33 11.57 -1.33 12.10 -1.46 12.63 -1.49 13.17 -1.60 13.70 -1.63 14.23 -1.73 14.76 -1.76 15.29 -1.86 15.82 -1.89 16.36 -2.00 16.89 -2.03 17.42 -2.13 17.95 -2.23 18.48 -2.26 19.02 -2.39 19.55 -2.42 20.08 -2.53 20.61 -2.59 21.14 -2.66 21.68 -2.76 22.21 -2.79 22.74 -2.93 23.27 -2.96 23.80 -3.06 24.34 -3.09 24.87 -3.19 25.40 -3.29 25.93 -3.36 26.46 -3.46 26.99 -3.56 27.53 -3.62 28.06 -3.72 28.59 -3.86 29.12 -3.99 29.65 -4.09 30.19 -4.22 30.72 -4.36 31.25 -4.49 31.78 -4.59 32.31 -4.72 32.85 -4.85 33.38 -4.98 33.91 -5.12 34.44 -5.29 34.97 -5.42 35.51 -5.62 36.04 -5.78 36.57 -5.95 37.10 -6.15 37.63 -6.31 38.16 -6.55 38.70 -6.71 39.23 -6.92 39.76 -7.11 40.29 -7.31 40.82 -7.51 41.36 -7.78 41.89 -8.04 42.42 -8.31 42.95 -8.57 43.48 -8.84 44.02 -9.11 44.55 -9.37 45.08 -9.64 45.61 -9.90 46.14 -10.17 46.67 -10.47 47.21 -10.77 47.74 -11.10 48.27 -11.44 48.80 -11.74 49.33 -12.10 49.87 -12.40 50.40 -12.77 50.93 -13.07 51.46 -13.46 51.99 -13.86 52.53 -14.26 53.06 -14.63 53.59 -15.03 54.12 -15.43 54.65 -15.86 55.19 -16.29 55.72 -16.72 56.25 -17.19 56.78 -17.62 57.16 -17.89