# FSI Induced Oscillation of a Flexible Structures - Case LL2 # Pereira Gomes & Lienhart # # Time-phase trace of the model trailing edge coordinates # # Oscillation frequency (Hz): 13.58 # tpa[deg] x[mm] y[mm] 0.0 60.06 -16.19 5.0 60.06 -15.12 10.0 60.15 -13.98 15.0 60.30 -13.09 20.0 60.47 -11.77 25.0 60.63 -10.66 30.0 60.88 -9.28 35.0 61.14 -8.21 40.0 61.42 -6.76 45.0 61.67 -5.53 50.0 61.94 -4.22 55.0 62.29 -3.11 60.0 62.72 -1.68 65.0 63.10 -0.46 70.0 63.56 1.02 75.0 64.01 2.35 80.0 64.49 3.80 85.0 64.90 5.12 90.0 65.44 6.59 95.0 65.79 7.95 100.0 66.05 9.62 105.0 66.27 11.02 110.0 66.41 12.49 115.0 66.45 13.86 120.0 66.35 15.21 125.0 66.01 16.48 130.0 65.47 17.64 135.0 64.91 18.55 140.0 64.15 19.11 145.0 63.45 19.44 150.0 62.61 19.56 155.0 61.93 19.37 160.0 61.21 18.99 165.0 60.79 18.53 170.0 60.30 17.79 175.0 60.10 17.07 180.0 59.95 16.10 185.0 59.92 15.42 190.0 60.01 14.22 195.0 60.12 13.01 200.0 60.30 11.92 205.0 60.55 10.71 210.0 60.75 9.34 215.0 61.08 7.95 220.0 61.38 6.96 225.0 61.70 5.57 230.0 62.00 4.16 235.0 62.36 2.78 240.0 62.70 1.49 245.0 63.14 0.16 250.0 63.57 -1.15 255.0 64.09 -2.67 260.0 64.45 -4.07 265.0 64.88 -5.55 270.0 65.30 -6.87 275.0 65.57 -8.35 280.0 65.93 -9.81 285.0 66.15 -11.42 290.0 66.30 -12.71 295.0 66.33 -14.10 300.0 66.15 -15.36 305.0 65.79 -16.67 310.0 65.41 -17.59 315.0 64.66 -18.41 320.0 63.95 -19.03 325.0 63.36 -19.46 330.0 62.65 -19.55 335.0 61.84 -19.14 340.0 61.24 -18.95 345.0 60.83 -18.62 350.0 60.46 -17.88 355.0 60.18 -16.84