# FSI Induced Oscillation of a Flexible Structures - Case TL1 # Pereira Gomes & Lienhart # # Time-phase trace of the model trailing edge coordinates # # Oscillation frequency (Hz): 4.45 # tpa[deg] x[mm] y[mm] 0.0 63.26 23.10 5.0 63.19 22.07 10.0 63.08 21.04 15.0 63.11 20.07 20.0 63.03 18.83 25.0 63.10 17.52 30.0 63.11 16.45 35.0 63.09 15.11 40.0 63.20 13.72 45.0 63.25 12.42 50.0 63.22 11.23 55.0 63.33 9.90 60.0 63.45 8.58 65.0 63.57 7.29 70.0 63.82 5.98 75.0 63.92 4.58 80.0 64.25 3.18 85.0 64.78 1.52 90.0 65.16 -0.05 95.0 65.52 -1.76 100.0 66.21 -3.54 105.0 66.66 -5.27 110.0 67.36 -7.44 115.0 67.87 -9.46 120.0 68.17 -11.60 125.0 68.64 -13.99 130.0 68.74 -16.06 135.0 68.50 -18.19 140.0 68.16 -19.90 145.0 67.59 -21.58 150.0 66.86 -22.94 155.0 66.20 -23.66 160.0 65.63 -24.09 165.0 64.87 -24.38 170.0 64.37 -24.26 175.0 63.97 -23.82 180.0 63.72 -23.15 185.0 63.55 -22.64 190.0 63.35 -21.50 195.0 63.30 -20.29 200.0 63.30 -19.08 205.0 63.38 -18.06 210.0 63.38 -16.91 215.0 63.45 -15.69 220.0 63.45 -14.36 225.0 63.51 -12.88 230.0 63.49 -11.68 235.0 63.67 -10.31 240.0 63.77 -9.01 245.0 63.97 -7.63 250.0 64.11 -6.16 255.0 64.40 -4.69 260.0 64.77 -3.14 265.0 65.03 -1.69 270.0 65.47 -0.03 275.0 66.03 1.72 280.0 66.56 3.65 285.0 67.15 5.64 290.0 67.62 7.69 295.0 68.07 9.83 300.0 68.48 12.10 305.0 68.66 14.44 310.0 68.72 16.48 315.0 68.58 18.57 320.0 68.11 20.15 325.0 67.31 22.13 330.0 66.59 23.36 335.0 65.76 24.18 340.0 64.94 24.50 345.0 64.34 24.55 350.0 63.92 24.21 355.0 63.52 23.76