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ICP 17 Coulomb Damping 1. Given m=2 kg, k=10,000 N/m, x =0.03 m, the vibration response is shown here (see this Google Sheets for
ICP 17 Coulomb Damping 1. Given m=2 kg, k=10,000 N/m, x =0.03 m, the vibration response is shown here (see this Google Sheets for data and detailed plot) (Important! This plot includes the nonexistent motion beyond the instant when the box has come to a halt!) 2. Determine w, (estimate from loss plot or data), and 3. Locate the exact instant (x and when the mass comes to a complete stop x [m] 0.03 0.02 0.01 0.00 -0.01 -0.02 -0.03 0 0.1 0.2 t [sec] 0.3 0.4 1 t(s) x(t) slope 2 0.000 0.0300000000 0.0300000 3 0.002 0.0297260185 0.0298940 4 LO 5 0.003 0.0291203085 0.0297880 0.005 0.0281920267 0.0296820 x(t) vs. t 0.03 6 0.006 0.0269539026 7 0.0295761 0.008 0.0254220690 0.0294701 8 9 0.009 0.0236158561 0.0293641 0.011 0.0215575503 0.0292581 0.02 10 11 0.012 0.0192721216 0.0291521 0.014 0.0167869222 0.0290461 0.015 0.0141313604 0.0289401 0.017 0.0113365532 0.0288342 0.01 N= 12 13 14 0.018 0.0084349629 0.0287282 15 16 56 0.020 0.0054600198 0.0286222 [m] 0.00 X 17 0.021 0.0024457378 0.0285162 0.023 -0.0005736751 0.0284102 -0.01 18 22222222 19 0.024 -0.0035642039 0.0283042 0.026 -0.0064924110 0.0281983 20 0.027 -0.0093258090 0.0280923 -0.02 21 0.029 -0.0120332219 0.0279863 0.030 -0.0145851274 0.0278803 23 24 25 0.032 -0.0169539789 0.0277743 0.033 -0.0191145021 0.0276683 0.035 -0.0210439639 0.0275623 -0.03 0 0.1 0.2 26 0.036 -0.0227224107 0.0274564 t Isecl 0.3 0.4
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