# FSI Induced Oscillation of a Flexible Structures - Case LL1 # Pereira Gomes & Lienhart # # Time-phase trace of the model trailing edge coordinates # # Oscillation frequency (Hz): 6.38 # tpa[deg] x[mm] y[mm] 0.0 66.43 15.46 5.0 66.31 14.94 10.0 66.27 14.40 15.0 66.26 13.63 20.0 66.33 12.90 25.0 66.51 12.00 30.0 66.61 11.17 35.0 66.86 10.12 40.0 67.13 9.08 45.0 67.36 7.97 50.0 67.69 6.76 55.0 67.94 5.51 60.0 68.28 4.21 65.0 68.64 2.83 70.0 69.01 1.37 75.0 69.36 -0.10 80.0 69.61 -1.64 85.0 69.84 -3.18 90.0 70.02 -4.72 95.0 70.05 -6.18 100.0 70.07 -7.68 105.0 70.06 -9.01 110.0 69.86 -10.31 115.0 69.60 -11.44 120.0 69.42 -12.52 125.0 69.21 -13.42 130.0 68.85 -14.25 135.0 68.55 -14.96 140.0 68.07 -15.39 145.0 67.64 -15.93 150.0 67.34 -16.16 155.0 67.08 -16.34 160.0 66.87 -16.37 165.0 66.66 -16.16 170.0 66.45 -15.96 175.0 66.28 -15.67 180.0 66.09 -15.16 185.0 65.96 -14.65 190.0 65.93 -14.09 195.0 65.94 -13.46 200.0 65.96 -12.75 205.0 65.98 -11.91 210.0 66.10 -11.01 215.0 66.24 -10.07 220.0 66.40 -9.07 225.0 66.62 -8.01 230.0 66.95 -6.93 235.0 67.32 -5.66 240.0 67.67 -4.41 245.0 68.04 -3.20 250.0 68.47 -1.73 255.0 68.84 -0.22 260.0 69.06 1.23 265.0 69.40 2.66 270.0 69.54 4.10 275.0 69.77 5.57 280.0 69.86 6.87 285.0 69.95 8.26 290.0 69.90 9.51 295.0 69.77 10.69 300.0 69.62 11.78 305.0 69.44 12.76 310.0 69.17 13.54 315.0 68.88 14.29 320.0 68.55 14.91 325.0 68.24 15.35 330.0 67.81 15.83 335.0 67.51 15.99 340.0 67.15 16.21 345.0 66.90 16.26 350.0 66.70 16.15 355.0 66.54 15.87