SYSTEM DYNAMICS & POLE LOCATIONS:
Consider the system shown below:
Assume the system is in equilibrium and is then
disturbed
The resulting second order differential equation for the system,
representing the mass displacement from rest, to a step input has a time domain
solution given by: y (t)
= 1 - (e--z*ω*t)*Sin(
ω*√(1 - z*z)*t
+Arc Cos(z) ) /
√(1 -
z*z)
| z
= 0.1 = low damped system many oscillations in (green) output |
| z
= 1 = high damped system no oscillations in (purple) output |
What
does changing the value of z
mean with respect to the pole
positions of the system. As the value of damping z
decreases the position of the pole approaches the imaginary axis.
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The concentric circles represent a constant frequency as damping is varied. |
| The radial lines represent constant damping
as frequency is varied |
Transient Response (time domain) of systems
to a step disturbance:
A first order system - the time constant of
the system is calculated by reading off the time where the output reaches 63% of
its final value.
For a second order system several parameters are
used to specify the response characteristics:
| Rise Time: the time difference between 10%
and 90% output amplitude values |
| Peak Amplitude: the magnitude of the maximum
overshoot seen in the response
| usually given as a % or a gain in dB |
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| Settling Time: the time for the output
amplitude to remain within some predefined tolerance limits
| typically these limits are +/- 2%, 5%,
10% of the steady state value |
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Calculations used for time response
characteristics:
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ωn = ωo |
natural frequency |
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Note: |
ωn = 2*π*fn |
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Rise
time |
Peak
Time |
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(p - b)/ωd |
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ζ |
damped frequency ωd |
b |
σ |
Tr |
Tp |
Mp =
M |
Ts
2% |
Ts
5% |
Mr =
Mp |
ωr |
ωb |
ωc |
ωo*Tr |
ωb/ωo |
ωc/ωo |
Φm |
|
[Hz] |
arctan(ωd/σ) |
ζ*ωn |
[s] |
[s] |
% |
[s] |
[s] |
[dB] |
[Hz] |
[Hz] |
[Hz] |
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deg |
0.001 |
1 |
1.569796327 |
0.001 |
1.5718 |
3.1416 |
100% |
4000 |
3000 |
53.9794 |
1 |
1.5538 |
1 |
1.5718 |
1.5538 |
1 |
0.11581 |
0.1 |
0.99499 |
1.470628906 |
0.1 |
1.67938 |
3.1574 |
73% |
40 |
30 |
14.02305 |
0.98995 |
1.5428 |
0.9901 |
1.67938 |
1.5428 |
0.9901 |
11.4217 |
0.2 |
0.9798 |
1.369438406 |
0.2 |
1.8087 |
3.2064 |
53% |
20 |
15 |
8.136088 |
0.95917 |
1.5096 |
0.9608 |
1.8087 |
1.5096 |
0.9608 |
22.6032 |
0.3 |
0.95394 |
1.266103673 |
0.3 |
1.96605 |
3.2933 |
37% |
13.333 |
10 |
4.846561 |
0.90554 |
1.4537 |
0.9144 |
1.96605 |
1.4537 |
0.9144 |
33.2733 |
0.4 |
0.91652 |
1.159279481 |
0.4 |
2.16288 |
3.4278 |
25% |
10 |
7.5 |
2.695407 |
0.82462 |
1.3745 |
0.8544 |
2.16288 |
1.3745 |
0.8544 |
43.1182 |
0.5 |
0.86603 |
1.047197551 |
0.5 |
2.4184 |
3.6276 |
16% |
8 |
6 |
1.249387 |
0.70711 |
1.272 |
0.7862 |
2.4184 |
1.272 |
0.7862 |
51.8278 |
0.6 |
0.8 |
0.927295218 |
0.6 |
2.76787 |
3.927 |
9% |
6.6667 |
5 |
0.354575 |
0.52915 |
1.1482 |
0.7157 |
2.76787 |
1.1482 |
0.7157 |
59.1877 |
0.7 |
0.71414 |
0.79539883 |
0.7 |
3.28533 |
4.3991 |
5% |
5.7143 |
4.2857 |
0.001738 |
0.14142 |
1.01 |
0.6482 |
3.28533 |
1.01 |
0.6482 |
65.1567 |
0.8 |
0.6 |
0.643501109 |
0.8 |
4.16349 |
5.236 |
2% |
5 |
3.75 |
0.354575 |
#NUM! |
0.8709 |
0.5868 |
4.16349 |
0.8709 |
0.5868 |
69.8603 |
0.9 |
0.43589 |
0.451026812 |
0.9 |
6.17258 |
7.2073 |
0% |
4.4444 |
3.3333 |
2.107014 |
#NUM! |
0.7461 |
0.5327 |
6.17258 |
0.7461 |
0.5327 |
73.5139 |
0.999 |
0.14107 |
0.141539473 |
0.99 |
21.2668 |
22.27 |
0% |
4.0404 |
3.0303 |
11.07817 |
#NUM! |
0.6528 |
0.4902 |
21.2668 |
0.6528 |
0.4902 |
76.0935 |
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