Bmt437-Time Response Analysis
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Transcript of Bmt437-Time Response Analysis
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Time Response Analysis
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Introduction Influence of Poles on Time Response Transient Response of First-Order
System Transient Response of Second-Order
System
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The concept of poles and zeros, fundamental to the analysis of and design of control system, simplifies the evaluation of system response.
The poles of a transfer function are:i. Values of the Laplace Transform variables s, that
cause the transfer function to become infinite.ii. Any roots of the denominator of the transfer function
that are common to roots of the numerator. The zeros of a transfer function are:
i. The values of the Laplace Transform variable s, that cause the transfer function to become zero.
ii. Any roots of the numerator of the transfer function that are common to roots of the denominator.
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The output response of a system is a sum ofi. Forced responseii. Natural response
a) System showing an input and an output
b) Pole-zero plot of the system
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c) Evolution of a system response. Follow the blue arrows to see the evolution of system component generated by the pole or zero
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a) First-order systemb) Pole plot of the
system
Effect of a real-axis pole upon transient response
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General form:
Problem: Derive the transfer function for the following circuit
1)(
)()(
s
K
sR
sCsG
1
1)(
RCs
sG
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Transient Response: Gradual change of output from initial to the desired condition.
Block diagram representation:
By definition itself, the input to the system should be a step function which is given by the following:
C(s)R(s)1s
K
ssR
1)(
Where,K : Gain : Time constant
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General form:
Output response:
1)(
)()(
s
K
sR
sCsG
1
1
1)(
s
B
s
A
s
K
ssC
te
BAtc )(
)()()( sRsGsC
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Problem: Find the forced and natural responses for the following systems
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First-order system response to a unit step
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Time constant, The time for e-at to decay 37% of its
initial value.
Rise time, tr
The time for the waveform to gofrom 0.1 to 0.9 of its final value.
Settling time, ts
The time for the response to reach,and stay within 2% of its final value.
a
1
atr
2.2
ats
4
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Problem: For a system with the transfer function shown below, find the relevant response specifications
i. Time constant, ii. Settling time, ts
iii. Rise time, tr
50
50)(
s
sG
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General form:
Roots of denominator:
22
2
2 nn
n
ss
KsG
Where,K : Gainς : Damping ration: Undamped natural frequency
02 22 nnss
122,1 nns
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Natural frequency, n
Frequency of oscillation of the system without damping.
Damping ratio, ς Quantity that compares the exponential decay
frequency of the envelope to the natural frequency.
(rad/s)frequency Natural
frequencydecay lExponentia
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Problem: Find the step response for the following transfer function
Answer:
22530
2252
ss
sG
tt teetc 1515 151
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Problem: For each of the transfer function, find the values of ς and n, as well as characterize the nature of the response.
a)
b)
c)
d)
40012
4002
ss
sG
90090
9002
ss
sG
22530
2252
ss
sG
625
6252
s
sG
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Step responses for second-order system damping cases
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Pole plot for the underdamped second-order system
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Second-order response as a function of damping ratio
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Second-order response as a function of damping ratio
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When 0 < ς < 1, the transfer function is given by the following.
Pole position:
dndn
n
jsjs
KsG
2 Where,21 nd
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Second-order response components generated by complex poles
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Second-order underdamped responses for damping ratio value
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Second-order underdamped response specifications
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Rise time, Tr
The time for the waveform to go from 0.1 to 0.9 of its final value.
Peak time, Tp
The time required to reach the firstor maximum peak.
Settling time, Ts
The time required for the transient’sdamped oscillation to reach and staywithin ±2% of the steady-state value.
21
n
pT
nsT
4
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Percent overshoot, %OS The amount that the waveform overshoots the steady-
state, or final value at peak time, expressed as a percentage of the steady-state value.
%100% )1/( 2
eOS
)100/(%ln
)100/ln(%22 OS
OS
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Percent overshoot versus damping ratio
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Lines of constant peak time Tp, settling time Ts and percent overshoot %OS
Ts2 < Ts1
Tp2 < Tp1
%OS1 < %OS2
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Step responses of second-order underdamped systems as poles move
a) With constant real part
b) With constant imaginary part
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Step responses of second-order underdamped systems as poles move
c) With constant damping ratio
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Chapter 4i. Nise N.S. (2004). Control System Engineering (4th
Ed), John Wiley & Sons. Chapter 5
i. Dorf R.C., Bishop R.H. (2001). Modern Control Systems (9th Ed), Prentice Hall.
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