control response patterns
DESCRIPTION
Control Response Patterns. Engr. R. L. Nkumbwa May, 2009. System Metrics and Time-Domain Analysis. System Metrics Time-Domain Analysis Time Response Poles and Zeros Transient Response. System Metrics. So, What are System Metrics? - PowerPoint PPT PresentationTRANSCRIPT
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Control Response Patterns
Engr. R. L. Nkumbwa
May, 2009
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20102
System Metrics and Time-Domain Analysis
System Metrics Time-Domain Analysis
– Time Response– Poles and Zeros– Transient Response
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20103
System Metrics
So, What are System Metrics? When a system is being designed and
analyzed, it doesn't make any sense to test the system with all manner of strange input functions or to measure all sorts of arbitrary performance metrics.
Instead, it is in everybody's best interest to test the system with a set of standard, simple, reference functions.
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20104
Control Systems
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20105
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20106
System Metrics
Once the system is tested with the reference functions, there are a number of different metrics that we can use to determine the system performance.
So, what are the examples of such metrics?
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20107
Time-Response Analysis
Since time is used as an independent variable in most control systems, it is usually of interest to evaluate the state and the output responses with respect to time or simply, the Time-Response.
In control system design analysis, a reference input signal is applied to a system and the performance of the system is evaluated by studying the system response in the time-domain.
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20108
Time-Response
The time-response of a control system is usually divided into two parts namely; the Steady-State Response and the Transient Response.
In other words, the output response of a system is the sum of two responses: the forced response (steady-state response) and the natural response (zero-input response).
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
20109
Time-Response of an Elevator
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201010
Transient Response
Defined as the part of the time response that goes to zero as time goes to infinity.
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201011
Steady-State Response
Defined as the part of the total response that remains after the transient has died out.
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201012
Poles and Zeros
The poles of a transfer function are:– (1) The values of the Laplace transform variable, s ,
that cause the transfer function to become infinite, or – (2) Any roots of the denominator of the transfer
function that are common to roots of the numerator. The zeros of a transfer function are:
– (1) The values of the Laplace transform variable, s , that cause the transfer function to become zero, or
– (2) Any roots of the numerator of the transfer function that are common to roots of the denominator.
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201014
Response blueprint
1. A pole of the input function generates the form of the forced response.
2. A pole of the transfer function generates the form of the natural response.
3. A pole on the real axis generates an exponential response.
4. The zeros and poles generate the amplitudes for both the forced and natural responses.
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201015
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Natural responseForced response
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201016
Standard Input Signals
All of the standard inputs are zero before time zero. All the standard inputs are causal.
So, what is causal? Causal: A system whose output does not
depend on future inputs. All physical systems must be causal.
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201017
Standard Input Signals
There are a number of standard inputs that are considered simple enough and universal enough that they are considered when designing a control system.
These inputs are known as a unit step, a ramp, and a parabolic input functions.
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201018
Unit Step Function
A unit step function is defined piecewise as such:
The unit step function is a highly important function, not only in control systems engineering, but also in signal processing, systems analysis, and all branches of engineering.
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201019
Unit Step Function
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201020
Ramp Input Function
A unit ramp is defined in terms of the unit step function, as such: r(t) = tu(t).
It is important to note that the ramp function is simply the integral of the unit step function:
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201021
Ramp Input Function
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201022
Parabolic Input Function
A unit parabolic input is similar to a ramp input:
Notice also that, the unit parabolic input is equal to the integral of the ramp function:
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201023
Parabolic Input Function
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201024
Steady State
To be more precise, we should have taken the limit as t approaches infinity. However, as a shorthand notation, we will typically say "t equals infinity", and assume the reader understands the shortcut that is being used.
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04/20/23 10:15 PMEng. R. L. Nkumbwa @CBU
201025
Steady State
When a unit-step function is input to a system, the steady state value of that system is the output value at time t = ∞.
Since it is impractical (if not completely impossible) to wait till infinity to observe the system, approximations and mathematical calculations are used to determine the steady-state value of the system.
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201026
Steady State
Most system responses are asymptotic, that is, the response approaches a particular value. Systems that are asymptotic are typically obvious from viewing the graph of that response.
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201027
Step Response
The step response of a system is most frequently used to analyze systems and there is a large amount of terminology involved with step responses.
When exposed to the step input, the system will initially have an undesirable output period known as the transient response.
The transient response occurs because a system is approaching its final output value.
The steady-state response of the system is the response after the transient response has ended.
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201028
Step Response
It is common for a systems engineer to try and improve the step response of a system.
In general, it is desired for the transient response to be reduced.
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201029
First-Order Systems
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201030
Initial Conditions are zero
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201031
First-Order Systems Response
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201032
System Response
K (1 − e−t /τ )
System response. K = gain
Response to initial condition
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201033
Unit Step Response
atnf etctctc 1)()()(
)()()()(
ass
asGsRsC
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201034
The time constant can be described as the time for to decay to 37% of its initial value. Alternately, the time is the time it takes for the step response to rise to 67% of its final value.
The reciprocal of the time constant has the units (1/seconds), or frequency. Thus, we call the parameter a the exponential frequency.
Unit Step Response
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201035
Time Constant
37.01
1
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at
atetx
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201036
Second-Order Systems Response
ζ = 0
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201038
Step Response Vs. Pole Location
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201039
System Response
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201040
Target Value
The target output value is the value that our system attempts to obtain for a given input.
This is not the same as the steady-state value, which is the actual value that the target does obtain.
The target value is frequently referred to as the reference value, or the "reference function" of the system.
In essence, this is the value that we want the system to produce.
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201041
Example of an Elevator
When we input a "5" into an elevator, we want the output (the final position of the elevator) to be the fifth floor.
Pressing the "5" button is the reference input, and is the expected value that we want to obtain.
If we press the "5" button, and the elevator goes to the third floor, then our elevator is poorly designed.
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201042
Time-Domain Specifications
So, what are Time-Domain Specifications?
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201043
Time-Domain Specifications
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201044
Rise Time
Is the amount of time that it takes for the system response to reach the target value from an initial state of zero.
Rise time is defined as the time for the waveform to go from 0.1 to 0.9 of its final value.
Rise time is typically denoted tr, or trise. This is because some systems never rise to
100% of the expected, target value and therefore, they would have an infinite rise-time.
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201045
Settling Time
After the initial rise time of the system, some systems will oscillate and vibrate for an amount of time before the system output settles on the final value.
The amount of time it takes to reach steady state after the initial rise time is known as the settling time
Which is defined as the time for the response to reach and stay within, 2% (or 5%) of its final value.
Damped oscillating systems may never settle completely.
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201046
Settling time
nnst
4102.0ln( 2
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201047
Peak Time
The time required to reach the first or maximum peak. 21
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201048
Percent Overshoot
The amount that the waveform overshoots the steady-state or final value at the peak time, expressed as a percentage of the steady-state value.
100% max
final
final
c
ccOS
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201049
Pole-Zero Plots
)1)(1(2)(
22
2
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jsjssssG
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201050
Step Response as Poles Moves
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201051
Example of a Refrigerator
The refrigerator has cycles where it is on and when it is off. When the refrigerator is on, the coolant pump is running, and the temperature inside the refrigerator decreases.
The temperature decreases to a much lower level than is required, and then the pump turns off. When the pump is off, the temperature slowly increases again as heat is absorbed into the refrigerator.
When the temperature gets high enough, the pump turns back on. Because the pump cools down the refrigerator more then it needs to initially, we can say that it "overshoots" the target value by a certain specified amount.
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201052
Exercise
Find peak time, percent overshoot, and settling time from pole location.
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201053
Exercise
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Solution
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dn
pt
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eOS
dnst
44
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201055
Effects of adding a Zero
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201057
Time-Domain Analysis
Do further research on this topic please. Consider researching on Positional error
constants