control lab 6

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Kennesaw State University *

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4610

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Mechanical Engineering

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Feb 20, 2024

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docx

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Nnaemeka Nwosisi Control Lab 6 1). Mass ( m ) Spring constant ( k ) Natural frequency ( f n ) theoretical experiment difference system 1 1.43 425 2.74 2.79 1.82 system 2 1.43 425 2.74 2.78 1.45 Unit kg N/m Hz Hz %
0 0.5 1 1.5 2 2.5 3 3.5 4 -15 -10 -5 0 5 10 15 20 X 0.85 Y 12.5771 X 1.93 Y 2.85903 0 0.5 1 1.5 2 2.5 3 3.5 4 -10 -5 0 5 10 15 20 X 0.62 Y 4.42291 X 0.974 Y 1.3348 2.) x 1 x 2 d d n c c c system 2 4.42291 1.3348 0.354 1.198 0.187 2.83 2.78 49.88 9.33 Unit mm mm sec Rad/s Rad/s Kg/s Kg/s
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3.) According to the graph below, system 2 reached steady state after 1.355 seconds. 4/ξ ω n =1.23, these values are close in range. Therefore, 4/ξ ω n could be used to calculate the time it takes to reach steady state. 0 0.5 1 1.5 2 2.5 3 3.5 4 -10 -5 0 5 10 15 20 X 1.355 Y -0.15859 4.) Forced Vibration Input Steady-state peak amplitude Maximum displacement frequency Amplitude f n 2.74 1 10.61 10.61 f n -1 2.58 1 4.98 7.72 f n +1 2.9 1 7.03 7.03 Unit Hz N mm mm
0 1 2 3 4 5 6 -15 -10 -5 0 5 10 15 X 1.186 Y 10.4802 X 4.454 Y 10.6079 (fn) 0 0.5 1 1.5 2 2.5 3 3.5 4 -8 -6 -4 -2 0 2 4 6 8 X 0.629 Y 7.72247 X 3.577 Y 4.98238 (fn-1)
0 1 2 3 4 5 6 7 8 9 -8 -6 -4 -2 0 2 4 6 8 X 1.727 Y 7.01322 X 6.871 Y 7.03084 (fn+1) 5.) Max peak Difference Sweep sine 2.5987 6.5 Unit Hz % The values are slightly inconsistent. 0 10 20 30 40 50 60 -15 -10 -5 0 5 10 15 X 6.224 Y 4.62996 X 59.411 Y 1.32599 X 25.597 Y 10.8458 X 25.987 Y 10.8811
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Discussion 1. In free vibration analysis (systems 1 and 2), can damping always be disregarded? Does damping have an effect on natural frequency? Damping does not have an effect on the natural frequency. 2. What causes decay in the amplitudes of vibration? Loss of energy due to damping. 3. How the amplitude of the vibration change while the input frequency varies? Amplitude and frequency are inversely proportional.