Frequency Response Analysis and Design
Transcript of Frequency Response Analysis and Design
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Frequency Response Analysis & Design K. Craig 1
Frequency Response
Analysis & Design
Dr. Kevin Craig
Professor of Mechanical Engineering
Rensselaer Polytechnic Institute
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Frequency Response Analysis & Design K. Craig 2
Frequency Response Analysis & Design
• In conventional control-system analysis there are two
basic methods for predicting and adjusting a system’sperformance without resorting to the solution of the
system’s differential equation. They are:
– Root-Locus Method – Frequency-Response Method
• For the comprehensive study of a system by
conventional methods it is necessary to use bothmethods of analysis.
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Frequency Response Analysis & Design K. Craig 3
• Root-Locus Method
– Precise root locations are known and actual timeresponse is easily obtained by means of the
inverse Laplace Transform.
• Frequency-Response Method
– Frequency response is the steady-state response
of a system to a sinusoidal input. In frequency-
response methods, we vary the frequency of the
input signal over a certain range and study the
resulting steady-state response.
– The design of feedback control systems in industry
is probably accomplished using frequency-
response methods more often than any other,
primarily because it provides good designs in the
face of uncertainty in the plant model.
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Frequency Response Analysis & Design K. Craig 4
– Many times performance requirements are given in
terms of frequency response and/or time response.
– Noise, which is always present in any system, can
result in poor overall performance. Frequency
response permits analysis with respect to this.
– When the transfer function for a component is
unknown, the frequency response can be determined
experimentally and an approximate expression for the
transfer function can be obtained from the graph of theexperimental data.
– The Nyquist stability criterion enables one to
investigate both the absolute and relative stabilities oflinear, time-invariant closed-loop systems from a
knowledge of their open-loop frequency-response
characteristics.
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Frequency Response Analysis & Design K. Craig 5
– Frequency-response tests are, in general, simple
and can be made accurately by readily-availableequipment, e.g., dynamic signal analyzer.
– Correlation between frequency and transient
responses is indirect, except for 2nd-ordersystems.
– In designing a closed-loop system, we adjust the
frequency-response characteristic of the open-loop transfer function by using several design
criteria in order to obtain acceptable transient-
response characteristics for the system. – It is the easiest method to use for designing
compensation.
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Frequency Response Analysis & Design K. Craig 6
• Linearity and Time Invariance (LTI)
– A frequency-domain transfer function is limited todescribing elements that are linear and time
invariant. These are severe restrictions and virtually
no real-world system fully meets them.
– Homogeneity: If the input to a system r(t) generates
an output c(t), then an input kr(t) generates an output
kc(t) for any k.
– Superposition: If the input r 1(t) generates an output
c1(t), and the input r 2(t) generates an output c2(t),
then the input r 1(t) + r 2(t) generates the output c1(t) +
c2(t).
– Time Invariance: If the input r(t) generates an output
c(t), then the input r(t-τ) generates the output c(t-τ) for
all τ > 0.
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Frequency Response Analysis & Design K. Craig 7
– Homogeneity and Superposition are attributes for
linearity.
– No real-world system is completely LTI, however,
for most control systems, components are
designed to be close enough to being LTI that thenon-LTI behavior can be ignored or avoided.
– In practice, most control systems are designed to
minimize non-LTI behavior.
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Frequency Response Analysis & Design K. Craig 8
• For a stable, linear, time-invariant system, the
mathematical model is the linear ODE with constant
coefficients:
• qo is the output (response) variable of the system
• qi is the input (excitation) variable of the system
• an and bm are the physical parameters of the system
n n 1
o o on n 1 1 0 on n 1
m m 1
i i im m 1 1 0 im m 1
d q d q dqa a a a qdt dt dt
d q d q dq b b b b q
dt dt dt
−
− −
−
− −
+ + + + =
+ + + +
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Frequency Response Analysis & Design K. Craig 9
• If the input to this system is a sine wave, the steady-state
output (after the transients have died out) is also a sinewave with the same frequency, but with a different
amplitude and phase angle.
• System Input:
• System Steady-State Output:
• Both amplitude ratio, Qo/Qi , and phase angle, φ, change
with frequency, ω.• The frequency response can be determined analytically
from the Laplace transfer function:
i i
q Q sin( t)= ω
o oq Q sin( t )= ω + φ
G(s) s = iω Sinusoidal
Transfer FunctionM( ) ( )ω ∠φ ω
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Frequency Response Analysis & Design K. Craig 10
• A negative phase angle is called phase lag, and apositive phase angle is called phase lead.
• If the system being excited were a nonlinear or time-
varying system, the output might contain frequencies
other than the input frequency and the output-input
ratio might be dependent on the input magnitude.
• Any real-world device or process will only need to
function properly for a certain range of frequencies;
outside this range we don’t care what happens.
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Frequency Response Analysis & Design K. Craig 11
System
Frequency
Response
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Frequency Response Analysis & Design K. Craig 12
• When one has the frequency-response curves for any
system and is given a specific sinusoidal input, it is aneasy calculation to get the sinusoidal output.
• What is not obvious, but extremely important, is that
the frequency-response curves are really a completedescription of the system’s dynamic behavior and
allow one to compute the response for any input, not
just sine waves.• Every dynamic signal has a frequency spectrum and if
we can compute this spectrum and properly combine it
with the system’s frequency response, we can
calculate the system time response.
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Frequency Response Analysis & Design K. Craig 13
• The details of this procedure depend on the nature ofthe input signal; is it periodic, transient, or random?
• For periodic signals (those that repeat themselves
over and over in a definite cycle), Fourier Series isthe mathematical tool needed to solve the response
problem.
• Although a single sine wave is an adequate model ofsome real-world input signals, the generic periodic
signal fits many more practical situations.
• A periodic function qi(t) can be represented by aninfinite series of terms called a Fourier Series.
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Frequency Response Analysis & Design K. Craig 14
( )
( )
( )
0i n n
n 1
T2
n i
T
2T
2
n i
T
2
a 2 2 n 2 nq t a cos t b sin t
T T T T
2 na q t cos t dt
T
2 n b q t sin t dt
T
∞
=
−
−
⎡ ⎤π π⎛ ⎞ ⎛ ⎞= + +⎜ ⎟ ⎜ ⎟⎢ ⎥⎝ ⎠ ⎝ ⎠⎣ ⎦
π⎛ ⎞= ⎜ ⎟⎝ ⎠
π⎛ ⎞= ⎜ ⎟⎝ ⎠
∑
∫
∫
Fourier
Series
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Frequency Response Analysis & Design K. Craig 15
t
qi(t )
+0.01-0.01
1.5
-0.5
Consider the Square Wave
( )
( )
0 0.01
0 0.01 0
0 0.01
n
0.01 0
0 0.01
n
0.01 0
i
0.5dt 1.5dta
0.5 average value
T 0.022 n 2 n
a 0.5cos t dt 1.5cos t dt 00.02 0.02
1 cos n2 n 2 n b 0.5sin t dt 1.5sin t dt0.02 0.02 50n
4q t 0.5 s
−
−
−
− +
= = =
π π⎛ ⎞ ⎛ ⎞= − + =⎜ ⎟ ⎜ ⎟⎝ ⎠ ⎝ ⎠
− ππ π⎛ ⎞ ⎛ ⎞= − + =⎜ ⎟ ⎜ ⎟ π⎝ ⎠ ⎝ ⎠
= +
π
∫ ∫
∫ ∫
∫ ∫
( ) ( )4
in 100 t sin 300 t3
π + π +
π
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Frequency Response Analysis & Design K. Craig 16
• The term for n = 1 is called the fundamental or firstharmonic and always has the same frequency as the
repetition rate of the original periodic wave form (50
Hz in this example); whereas n = 2, 3, … gives the
second, third, and so forth harmonic frequencies as
integer multiples of the first.
• The square wave has only the first, third, fifth, and so
forth harmonics. The more terms used in the series,
the better the fit. An infinite number gives a “perfect”
fit.
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Frequency Response Analysis & Design K. Craig 17
-0.01 -0.008 -0.006 -0.004 -0.002 0 0.002 0.004 0.006 0.008 0.01
-1
-0.5
0
0.5
1
1.5
2
time (sec)
a m p l i t u d e
Plot of the
Fourier
Series for
the square
wave
through
the thirdharmonic
( ) ( ) ( )i
4 4q t 0.5 sin 100 t sin 300 t
3= + π + π
π π
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Frequency Response Analysis & Design K. Craig 18
• For a signal of arbitrary periodic shape (rather than
the simple and symmetrical square wave), theFourier Series will generally include all the harmonics
and both sine and cosine terms.
• We can combine the sine and cosine terms using:
• Thus
( ) ( ) ( )2 2
1
A cos t Bsin t Csin t
C A B
Atan
B
−
ω + ω = ω + α
= +
α =
( ) ( ) ( )i i0 i1 1 1 i2 1 2q t A A sin t A sin 2 t= + ω + α + ω + α +
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Frequency Response Analysis & Design K. Craig 20
• Example: Frequency Response of a Lead
Compensator ( ) Ts 1D s K 1
Ts 1+= α <α +
( )
( ) ( )( )
( ) ( ) ( )
( ) ( )
2
2
1 1
Tj 1D j K Tj 1
T 1M K T 1
Tj 1 Tj 1
tan T tan T− −
ω+ω =α ω +
ω +ω =αω +
φ ω = ∠ ω+ − ∠ α ω+
= ω − α ω
0.1 T 1 K 1α = = =
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Frequency Response Analysis & Design K. Craig 21
• What about transient inputs?
– The best path to understanding the meaning of M
and Φ is to relate the frequency response G(jω) to
the transient responses calculated by the Laplace
transform.
( )2
n
2 2
n n
G ss 2 s
ω=
+ ζω + ω
Unit Step Response
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Frequency Response Analysis & Design K. Craig 22
Magnitude
Phase
Frequency Response Plots
( )2
n
2 2
n n
G ss 2 s
ω=+ ζω + ω
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Frequency Response Analysis & Design K. Craig 23
– What features of the frequency response
correspond to the transient-response
characteristics?
• Damping of the system can be determined from
the transient response overshoot or from the
peak in the magnitude of the frequencyresponse.
• Rise time can be estimated from bandwidth.
• Peak overshoot in the step response can be
estimated from the peak overshoot in the
frequency response.
– Thus we see that essentially the same informationis contained in the frequency-response curve as is
found in the transient-response curve.
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Frequency Response Analysis & Design K. Craig 24
Review of Frequency-Response
Performance Specifications
• Let V be a sine wave (U = 0) and wait for transients
to die out.
• Every signal will be a sine wave of the same
frequency. We can then speak of amplitude ratios
and phase angles between various pairs of signals.
1 2
1 2
C AG G (i )(i )V 1 G G H(i )
ωω =+ ω
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Frequency Response Analysis & Design K. Craig 25
• The most important pair involves V and C. Ideally(C/V)(iw) = 1.0 for all frequencies.
• Amplitude ratio and phase angle will approximate the
ideal values of 1.0 and 0 degrees for some range oflow frequencies, but will deviate at higher
frequencies.
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Frequency Response Analysis & Design K. Craig 26
Typical Closed-LoopFrequency-Response
Curves
As noise is generally in a band of frequencies above
the dominant frequency
band of the true signal,
feedback control systemsare designed to have a
definite passband in order
to reproduce the true
signal and attenuate noise.
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Frequency Response Analysis & Design K. Craig 27
• The frequency at which a resonant peak occurs, ωr , is a
speed-of-response criterion. The higher ωr , the faster the
system response.• The peak amplitude ratio, Mp, is a relative-stability
criterion. The higher the peak, the poorer the relative
stability. If no specific requirements are pushing thedesigner in one direction or the other, Mp = 1.3 is often
used as a compromise between speed and stability.
• For systems that exhibit no peak, the bandwidth is usedfor a speed of response specification. The bandwidth is
the frequency at which the amplitude ratio has dropped to
0.707 times its zero-frequency value. It can of course bespecified even if there is a peak. It is the maximum
frequency at which the output of a system will
satisfactorily track an input sinusoid.
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Frequency Response Analysis & Design K. Craig 28
• If we set V = 0 and let U be a sine wave, we can
measure or calculate (C/U)(iω) which should ideally
be 0 for all frequencies. A real system cannot
achieve this perfection but will behave typically as
shown.
Closed-Loop Frequency Response to a Disturbance Input
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Frequency Response Analysis & Design K. Craig 30
• Gain margin (GM) and phase margin (PM) are in the
nature of safety factors such that (B/E)(iω) stays far
enough away from 1 ∠ -180° on the stable side.
• Gain margin is the multiplying factor by which the
steady-state gain of (B/E)(iω) could be increased
(nothing else in (B/E)(iω) being changed) so as to put
the system on the edge of instability, i.e., (B/E)(iω))
passes exactly through the -1 point. This is called
marginal stability.
• Phase margin is the number of degrees of additional
phase lag (nothing else being changed) required to
create marginal stability.• Both a good gain margin and a good phase margin
are needed; neither is sufficient by itself.
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Frequency Response Analysis & Design K. Craig 31
A system must have adequate stability margins.
Both a good gain margin and a good phase margin
are needed.
Useful lower bounds:
GM > 2.5 PM > 30°
Open-Loop Performance Criteria:
Gain Margin and Phase Margin
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Frequency Response Analysis & Design K. Craig 32
Bode Plot View of
Gain Margin and Phase Margin
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Frequency Response Analysis & Design K. Craig 33
• It is important to realize that, because of model
uncertainties, it is not merely sufficient for a system to be
stable, but rather it must have adequate stabilitymargins.
• Stable systems with low stability margins work only on
paper; when implemented in real time, they arefrequently unstable.
• The way uncertainty has been quantified in classical
control is to assume that either gain changes or phasechanges occur. Typically, systems are destabilized
when either gain exceeds certain limits or if there is too
much phase lag (i.e., negative phase associated withunmodeled poles or time delays).
• As we have seen these tolerances of gain or phase
uncertainty are the gain margin and phase margin.
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Frequency Response Analysis & Design K. Craig 34
Frequency-Response Curves
• The sinusoidal transfer function, a complex function
of the frequency ω, is characterized by its magnitude
and phase angle, with frequency as the parameter.• There are three commonly used representations of
sinusoidal transfer functions:
– Bode diagram or logarithmic plot: magnitude ofoutput-input ratio vs. frequency and phase angle
vs. frequency
– Nyquist plot or polar plot: output-input ratio plottedin polar coordinates with frequency as the
parameter
– Log-magnitude vs. phase plot (Nichols Diagram)
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Frequency Response Analysis & Design K. Craig 35
Bode Diagrams
• Advantages of Logarithmic Plots:
– Rapid manual graphing is possible.
– Wide ranges of amplitude ratio and frequency, bothlow and high, are conveniently displayed.
– Amplitude ratio exhibits straight-line asymptote
regions of definite slope. These are helpful inidentifying model type from experimental data.
– Complex transfer functions are easily plotted and
understood as graphical sums of simple (zero-order,1st-order, 2nd-order) basic systems since the dB
(logarithmic) technique changes multiplication into
addition and division into subtraction.
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Frequency Response Analysis & Design K. Craig 36
IEEE
Control
Systems
Magazine
June 2007
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Frequency Response Analysis & Design K. Craig 37
• A sinusoidal transfer function may be represented by two
separate plots:
– Magnitude (dB) vs. frequency (log10)
– Phase angle (degrees) vs. frequency (log10)
• The log magnitude (Lm) of a transfer function in dB
(decibel) is:
• Frequency Bands:
– Octave
• An octave is a frequency band from f 1 to f 2 where
f 2/f 1 = 2.
– Decade• A decade is a frequency band from f 1 to f 2 where
f 2/f 1 = 10.
( )1020log G iω
x2
1
f 2 where x = # of octaves
f
=
x2
1
f 10 where x = # of decades
f
=
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Frequency Response Analysis & Design K. Craig 38
– As a number doubles, the dB value increases by 6
dB.
– As a number increases by a factor of 10, the dBvalue increases by 20 dB.
• Generalized Form of the Sinusoidal TransferFunction:
0.01 40 dB
0.1 20 dB0.5 6 dB
1.0 0 dB
2.0 6 dB10.0 20 dB
100.0 40 dB
= −
= −= −
=
==
=
( ) ( )( )
( ) ( ) ( )
r
1 2
m 2
3 2
n n
K 1 i T 1 i TG i
2 1i 1 i T 1 i i
+ ω + ωω =
⎡ ⎤⎛ ⎞ ⎛ ⎞ζω + ω + ω + ω⎢ ⎥⎜ ⎟ ⎜ ⎟
ω ω⎝ ⎠ ⎝ ⎠⎣ ⎦
Note that, when expressed in dB,
the reciprocal of a number differs
from its value only in sign.
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Frequency Response Analysis & Design K. Craig 39
• The log magnitude (Lm) of G(iω) is given by:
• The phase angle is given by:
• Both the log magnitude and angle are functions offrequency.
( ) [ ] [ ] ( ) [ ]
( ) [ ] [ ] ( )
1 2
2
3 2
n n
Lm G i Lm K Lm 1 i T r Lm 1 i T
2 1m Lm i Lm 1 i T Lm 1 i i
⎡ ⎤ω = + + ω + + ω⎣ ⎦
⎡ ⎤⎛ ⎞ ⎛ ⎞ζ− ω − + ω − + ω + ω⎢ ⎥⎜ ⎟ ⎜ ⎟
ω ω⎝ ⎠ ⎝ ⎠⎣ ⎦
( ) ( ) ( ) ( )
( ) ( ) ( ) ( )
1 2
2
3 2
n n
G i K 1 i T r 1 i T
2 1m i 1 i T 1 i i
∠ ω = ∠ + ∠ + ω + ∠ + ω⎡ ⎤⎛ ⎞ ⎛ ⎞ζ
− ∠ ω − ∠ + ω − ∠ + ω + ω⎢ ⎥⎜ ⎟ ⎜ ⎟ω ω⎝ ⎠ ⎝ ⎠⎣ ⎦
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Frequency Response Analysis & Design K. Craig 40
• When the log magnitude and angle are plotted as
functions of log10(ω), the resulting curves are referred
to as Bode Plots.• These two curves can be combined into a single
curve of log magnitude vs. angle with frequency as
the parameter. This curve is called the NicholsDiagram.
• Drawing Bode Plots
– The generalized form of a transfer function showsthat the numerator and denominator have 4 basic
types of factors:
( ) ( ) ( ) p
m r 2
2
n n
2 1K i 1+i T 1 i i
±± ± ⎡ ⎤⎛ ⎞ ⎛ ⎞ζ
ω ω + ω + ω⎢ ⎥⎜ ⎟ ⎜ ⎟ω ω⎝ ⎠ ⎝ ⎠⎣ ⎦
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Frequency Response Analysis & Design K. Craig 41
– The curves of log magnitude and angle vs. log10(ω)
can be drawn for each factor. Then these curves can
be added together graphically to get the curves forthe complete transfer function. Asymptotic
approximations to these curves are normally used.
– Gain K (positive)
– Integral and derivative factors (iω)± m
• The log magnitude curve is a straight line with a
slope ± m(20) dB/decade = ± m(6) dB/octave when
plotted against log(ω). It goes through the point 0
dB at ω = 1.
[ ] ( )10Lm K 20log K constantK 0
= =∠ = °
( ) ( )
( ) ( )
m10 10
m
Lm i m20log i m20log
i m 90 constant
±
±
⎡ ⎤ω = ± ω = ± ω⎣ ⎦
⎡ ⎤∠ ω = ± ° =⎣ ⎦
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Frequency Response Analysis & Design K. Craig 42
K(jω)n is the only class of term that affects the
slope at the lowest frequency because all other
terms are constant in that region.
t 1
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Frequency Response Analysis & Design K. Craig 43
– 1st-Order Factors (1 + iωT)± 1
• ω < 1/T: straight-line asymptote with zero slope
• ω > 1/T: straight-line asymptote with ± 20 dB/decade slope• ω = 1/T: exact value is ± 3.01 dB
• ωcf = corner frequency = 1/T = frequency at which the
asymptotes to the log magnitude curve intersect
• Phase angle straight-line asymptotes: 0° at ω < 0.1ωcf , ± 45° atω = ωcf , ± 90° at ω > 10ωcf
• Angle curve is symmetrical about ωcf when plotted vs. log10(ω)
( )
( )
1
10
2 2
10
10
Lm 1 i T 20log 1 i T
20log 1 T
0 dB for T << 1
20log T for T >> 1
±⎡ ⎤+ ω = ± + ω⎣ ⎦
= ± + ω
≈ ω
≈ ± ω ω( ) ( )
1 11 i T tan T± −⎡ ⎤∠ + ω = ± ω
⎣ ⎦
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Frequency Response Analysis & Design K. Craig 44
G(jω) = 10jω + 1
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Frequency Response Analysis & Design K. Craig 45
dB = 20 log10 (amplitude ratio)
decade = 10 to 1 frequency change
octave = 2 to 1 frequency change
Bode Plotting of1st-Order
Frequency
Response
Note that varying the
time constant shifts the
corner frequency to the
left or to the right, but
the shapes of the curves
remain the same.
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Frequency Response Analysis & Design K. Craig 46
• For the case where the exponent of the first-order term is ± r,
the corner frequency is unchanged, and the asymptotes are
still straight lines: the low-frequency asymptote is a horizontal
line at 0 dB, while the high-frequency asymptote has a slope
of ± (20)r dB/decade. The error involved in the asymptotic
expressions is r times that for (1 + iωT)
±1
. The phase angle isr times that of (1 + iωT)±1 at each frequency point.
– 2nd-Order Factors
• For ζ > 1, the quadratic can be factored into two 1st-order
factors with real poles which can be plotted as described for
a 1st-order factor.• For 0 < ζ < 1, the quadratic is plotted without factoring, as it is
the product of two complex-conjugate factors.
( )
1
2
2n n
2 11 i i
±⎡ ⎤⎛ ⎞ ⎛ ⎞ζ
+ ω + ω⎢ ⎥⎜ ⎟ ⎜ ⎟ω ω⎝ ⎠ ⎝ ⎠⎣ ⎦
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Frequency Response Analysis & Design K. Craig 47
• For ω << ωn
: the log magnitude ≈ 0 dB
• For ω >> ωn: the log magnitude ≈ ± 40 log10 (ω/ωn) dB
• The low-frequency asymptote is a horizontal line at 0 dB.
• The high-frequency asymptote is a straight line with a slope of
± 40 dB/decade.
• The asymptotes, which are independent of ζ, cross at ωcf = ωn.
These are not accurate for a factor with low values of ζ.
• Phase angle: 0° at ω = 0, ± 90° at ω = ωn, ± 180° at ω = ∞
( )
11 2 2 22
2
102 2n n n n
2 1 2Lm 1 i i 20log 1
± ⎡ ⎤⎡ ⎤⎛ ⎞ ⎛ ⎞ ⎛ ⎞ζ ω ζω+ ω + ω = ± − +⎢ ⎥
⎢ ⎥⎜ ⎟ ⎜ ⎟ ⎜ ⎟ω ω ω ω⎢ ⎥⎝ ⎠ ⎝ ⎠ ⎝ ⎠⎣ ⎦ ⎣ ⎦
( )
12
2 1n 22
n n2
n
2
2 11 i i tan
1
±
−
ζω⎡ ⎤⎛ ⎞ ωζ
∠ + ω + ω = ±⎢ ⎥⎜ ⎟ ωω ω⎝ ⎠⎣ ⎦ −ω
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Frequency Response Analysis & Design K. Craig 48
Frequency Response
of a2nd-Order System
Note: The plots shown arefor a 2nd-order term with an
exponent of –1. For a 2nd-
order term with an exponent
of +1, the magnitudes of thelog magnitude and phase
angle are the same except
with a sign change.
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Frequency Response Analysis & Design K. Craig 49
• Some Observations on 1st-Order Factors
– Time Constant τ• Time it takes the step response to reach 63%
of the steady-state value
– Rise Time Tr = 2.2 τ• Time it takes the step response to go from 10%
to 90% of the steady-state value
– Delay Time Td = 0.69 τ• Time it takes the step response to reach 50%
of the steady-state value
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Frequency Response Analysis & Design K. Craig 50
• Some Observations on 2nd-Order Factors
– When a physical system exhibits a naturaloscillatory behavior, a 1st-order model (or even a
cascade of several 1st-order models) cannot
provide the desired response. The simplest model
that does possess that possibility is the 2nd-order
dynamic system model.
– This system is very important in control design.
– System specifications are often given assuming
that the system is 2nd order.
– For higher-order systems, we can often usedominant pole techniques to approximate the
system with a 2nd-order transfer function.
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d
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Frequency Response Analysis & Design K. Craig 52
– Thus, when 2nd-order components are used in
feedback system design, large values of ωn (small
lags) are desirable since they allow the use oflarger loop gain before stability limits are
encountered.
– For frequency response, a resonant peak occursfor ζ < 0.707. The peak frequency is ωp and the
peak amplitude ratio depends only on ζ.
– At ω = ωn, the amplitude ratio is 1/2ζ and the phase
is -90°. – The phase angle at the frequency where the
resonant peak occurs is given by:
2 p n
2K 1 2 peak amplitude ratio
2 1ω = ω − ζ =
ζ − ζ
21
p
1 2tan− − ζ
φ = ±ζ
B d id h
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Frequency Response Analysis & Design K. Craig 53
– Bandwidth
• The bandwidth is the frequency where the amplitude ratio
drops by a factor of 0.707 = -3dB of its gain at zero or low-frequency.
• For a 1st-order system, the bandwidth is equal to 1/τ.
• The larger (smaller) the bandwidth, the faster (slower) the
step response.
• Bandwidth is a direct measure of system susceptibility to
noise, as well as an indicator of the system speed of
response.• For a 2nd-order system:
• As ζ varies from 0 to 1, BW varies from 1.55ωn to 0.64ωn.
For a value of ζ = 0.707, BW = ωn. For most design
considerations, we assume that the bandwidth of a 2nd-
order all pole system can be approximated by ωn.
2 2 4
nBW 1 2 2 4 4= ω − ζ + − ζ + ζ
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Frequency Response Analysis & Design K. Craig 54
( )2
Gω
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Frequency Response Analysis & Design K. Craig 55
( ) ( )
( )
2
n
n
2
n
2 2
n n
1
4 2
G s s s 2
T s
s 2 s
2PM tan
1 4 2
−
ω
= + ζω
ω=
+ ζω + ω⎡ ⎤
ζ⎢ ⎥=⎢ ⎥
+ ζ − ζ⎣ ⎦
PM
100
ζ ≈( )
( )
( )
n
n
2n
2 2
n n
G ss s 2
T ss 2 s
ω=
+ ζω
ω=+ ζω + ω
Note: In practice, Mr is rarely used; most designers
prefer to use PM to specify the damping because
imperfections that make systems nonlinear or cause
delays usually erode phase more significantly than
magnitude.
Closed-Loop Bandwidth with respect to PM
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Frequency Response Analysis & Design K. Craig 56
Closed Loop Bandwidth with respect to PM
for a 2nd-Order System
( ) ( )
( ) c c
KG jT j 1 , KG
1 KG j
ωω = ≅ ω << ω ω >> ω
+ ω
B d Pl tti P d f C it C
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Frequency Response Analysis & Design K. Craig 57
• Bode Plotting Procedure for Composite Curves:
– Rewrite the sinusoidal transfer function as a product of
the four basic factors.
– Determine the value of 20log10(K) = Lm(K) dB
– Plot the low-frequency magnitude asymptote through
the point Lm(K) at ω = 1 with a slope 20(m) dB per
decade.
– Complete the composite magnitude asymptotes
• Extend the low-frequency asymptote until the first frequency
break point, then step the slope by ± r(20) or ± p(40),depending on whether the break point is from a 1st-order or
2nd-order term in the numerator or denominator. Continue
through all break points in ascending order.
( ) ( ) ( )
p
m r 2
2
n n
2 1K i 1+i T 1 i i
±
± ± ⎡ ⎤⎛ ⎞ ⎛ ⎞ζω ω + ω + ω⎢ ⎥⎜ ⎟ ⎜ ⎟ω ω⎝ ⎠ ⎝ ⎠⎣ ⎦
Sk t h i th i t it d
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Frequency Response Analysis & Design K. Craig 58
– Sketch in the approximate magnitude curve:
Increase the asymptote value by a factor of +3 dB
at 1st-order numerator break points, and decreaseit by a factor of -3 dB at 1st-order denominator
break points. At 2nd-order break points, sketch in
the resonant peak (or valley) using the relationthat at the break point ω = ωn:
– Plot the low-frequency asymptote of the phase
curve, φ = ± m(90°). – As a guide, sketch in the approximate phase curve
by changing the phase by ± 90° or ± 180° at each
break point in ascending order.
( ) ( )
1
2
102
n n
2 1
Lm 1 i i 20log 2
±⎡ ⎤⎛ ⎞ζ
+ ω + ω = ± ζ⎢ ⎥⎜ ⎟ω ω⎝ ⎠⎣ ⎦
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Frequency Response Analysis & Design K. Craig 59
– Locate the asymptotes for each individual phase
curve so that their phase change corresponds to
the steps in the phase toward or away from the
approximate curve. Sketch in each individual
phase curve as indicated by the detailed phase
plots for the individual terms. – Graphically add each phase curve. Use grids if an
accuracy of about ± 5° is desired. If less accuracy
is acceptable, the composite curve can be doneby eye. Keep in mind that the curve will start at
the lowest-frequency asymptote and end on the
highest-frequency asymptote and will approachthe intermediate asymptotes to an extent that is
determined by how close the break points are to
each other.
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Frequency Response Analysis & Design K. Craig 61
( )
( ) ( )
s i2 1 2 12000 s 0.5 0.5 0.5
s s i is s 10 s 50s 1 1 i 1 1
10 50 10 50
ω⎛ ⎞ ⎛ ⎞+ +⎜ ⎟ ⎜ ⎟+ ⎝ ⎠ ⎝ ⎠= =ω ω+ + ⎛ ⎞⎛ ⎞ ⎛ ⎞⎛ ⎞+ + ω + +⎜ ⎟⎜ ⎟ ⎜ ⎟⎜ ⎟
⎝ ⎠⎝ ⎠ ⎝ ⎠⎝ ⎠
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Frequency Response Analysis & Design K. Craig 62
( )
( )( )
s2 12000 s 0.5 0.5
s ss s 10 s 50s 1 1
10 50
⎛ ⎞+⎜ ⎟+ ⎝ ⎠=+ + ⎛ ⎞⎛ ⎞+ +
⎜ ⎟⎜ ⎟⎝ ⎠⎝ ⎠
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Frequency Response Analysis & Design K. Craig 63
( ) 22
10 2.5
s 0.2s s 0.4s 4s s 1
4 2
=⎛ ⎞+ +
+ +⎜ ⎟⎝ ⎠
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Frequency Response Analysis & Design K. Craig 64
( )2
22
0.01 s 0.01s 1
s 0.02s s 1
4 2
+ +
⎛ ⎞+ +⎜ ⎟
⎝ ⎠
More Bode ( )( )12 s s
1 12 6
⎛ ⎞⎛ ⎞+ +⎜ ⎟⎜ ⎟⎝ ⎠⎝ ⎠
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Frequency Response Analysis & Design K. Craig 65
More Bode
Plotting
Examples
( ) ( )( )
( )( )( ) ( )
s 2 s 6 50 2 6L s
s ss s 1 s 5 s 10s s 1 1 1
5 10
⎜ ⎟⎜ ⎟+ + ⎝ ⎠⎝ ⎠= =+ + + ⎛ ⎞⎛ ⎞+ + +⎜ ⎟⎜ ⎟
⎝ ⎠⎝ ⎠
( )
2
2
8 s s1
10 42 8
⎡ ⎤⎛ ⎞+ +⎢ ⎥⎜ ⎟
⎝ ⎠⎢ ⎥
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Frequency Response Analysis & Design K. Craig 66
( ) ( )
( )
2
22
10 4s 2s 8 2 2L s
s s 2s 10 s s
s 1510
⎢ ⎥⎜ ⎟+ + ⎝ ⎠⎢ ⎥⎣ ⎦= =⎡ ⎤+ + ⎛ ⎞
+ +⎢ ⎥⎜ ⎟⎝ ⎠⎢ ⎥⎣ ⎦
( )3 s
1s 3 8 3
⎛ ⎞+⎜ ⎟+ ⎝ ⎠
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Frequency Response Analysis & Design K. Craig 67
( ) ( )
( )22
s 3 8 3L s
ss s 8s 1
8
+ ⎝ ⎠= =+ ⎛ ⎞+⎜ ⎟
⎝ ⎠
( )
2
24 s
12
⎛ ⎞+⎜ ⎟⎝ ⎠
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Frequency Response Analysis & Design K. Craig 68
( ) ( )
( )( ) 22 2
2
s 2 250 2L s
s s 10 s 6s 25 s s 6s 1 s 1
10 5 25
⎜ ⎟+ ⎝ ⎠= =⎡ ⎤+ + + ⎛ ⎞ ⎛ ⎞+ + +⎢ ⎥⎜ ⎟ ⎜ ⎟⎝ ⎠ ⎝ ⎠⎢ ⎥⎣ ⎦
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( )( )285 s 1 s 2s 43 25+ + +
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Frequency Response Analysis & Design K. Craig 70
( ) ( )( )
( )( )( )( )
( )( )
2 2 2
2
85 s 1 s 2s 43.25G s
s s 2s 82 s 2s 101
85 s 1 s 1 6.5j
s s 1 9j s 1 10j
+ + +=
+ + + +
+ + ±=
+ ± + ±
Nyquist Plot
Bode Plots
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Frequency Response Analysis & Design K. Craig 71
• Advantages of Working with Frequency Response in
terms of Bode Plots: – Bode plots of systems in series simply add, which
is quite convenient.
– Bode’s important phase-gain relationship is givenin terms of logarithms of phase and gain.
– A much wider range of system behavior – from
low- to high-frequency behavior – can bedisplayed.
– Bode plots can be determined experimentally.
– Dynamic compensator design can be basedentirely on Bode plots.
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Frequency Response Analysis & Design K. Craig 72
• Why is it important for an engineer to know how to
hand-plot frequency responses? – Allows engineer to deal with simple problems but
also to check computer results for more
complicated cases. – Often approximations can be used to quickly
sketch the frequency response and deduce
stability as well as determine the form of theneeded dynamic compensations.
– Hand plotting is useful in interpreting frequency-
response data that have been generatedexperimentally.
• Minimum Phase and Nonminimum Phase Systems
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Frequency Response Analysis & Design K. Craig 73
• Minimum-Phase and Nonminimum Phase Systems
– Transfer functions having neither poles nor zeros in
the RHP are minimum-phase transfer functions.
– Transfer functions having either poles or zeros in the
RHP are nonminimum-phase transfer functions.
– For systems with the same magnitude characteristic,
the range in phase angle of the minimum-phase
transfer function is minimum among all such
systems, while the range in phase angle of anynonminimum-phase transfer function is greater than
this minimum.
– For a minimum-phase system, the transfer functioncan be uniquely determined from the magnitude
curve alone. For a nonminimum-phase system, this
is not the case.
– Consider as an example the following two systems:
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Frequency Response Analysis & Design K. Craig 74
Frequency (rad/sec)
P h a s e ( d e g ) ; M a g n
i t u d e ( d B )
Bode Diagrams
-6
-4
-2
0From: U(1)
10-2 10-1 100-200
-150
-100
-50
0
T o :
Y ( 1 )
Consider as an example the following two systems:
( ) ( )1 1
1 2 1 22 2
1 T s 1 T s
G s G s 0 T T1 T s 1 T s
+ −
= = < <+ +
G1(s)
G2(s)
A small amountof change in
magnitude
produces a small
amount ofchange in the
phase of G1(s)
but a much
larger change inthe phase of
G2(s).
T1 = 5, T2 = 10
– These two systems have the same magnitude
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Frequency Response Analysis & Design K. Craig 75
y g
characteristics, but they have different phase-angle
characteristics. – The two systems differ from each other by the factor:
– This factor has a magnitude of unity and a phase angle
that varies from 0° to -180° as ω is increased from 0 to
∞. – For the stable minimum-phase system, the magnitude
and phase-angle characteristics are uniquely related.
This means that if the magnitude curve is specified overthe entire frequency range from zero to infinity, then the
phase-angle curve is uniquely determined, and vice
versa. This is called Bode’s Gain-Phase relationship.
1
1
1 T sG(s)
1 T s
−=
+
• Bode’s Gain-Phase Relationship
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Frequency Response Analysis & Design K. Craig 76
When the slope of the magnitude
vs. ω on a log-log scale persists at
a constant value for approximately
a decade of frequency, the
relationship is particularly simpleand is given by the relationship
where n is the slope of themagnitude curve in units of decade
of amplitude per decade of
frequency.
Bode s Gain Phase Relationship
– For any minimum-phase system (i.e., one with no
RHP zeros or poles), the phase of G(jω) isuniquely related to the magnitude of G(jω).
( )G j n 90∠ ω ≅ × °
– For stability we want the angle of G(jω) > -180° for a PM
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Frequency Response Analysis & Design K. Craig 77
> 0. Therefore, we adjust the magnitude curve so that it
has a slope of -1 at the crossover frequency, ωc, that is,where the magnitude = 1.
– If the slope is -1 for a decade above and below the
crossover frequency, then the PM ≈ 90°. – However, to ensure a reasonable PM, it is usually
necessary only to insist that a slope of -1 (-20 dB per
decade) persist for a decade in frequency that is
centered at the crossover frequency.
– So a design procedure is to adjust the slope of the
magnitude curve so that it crosses over magnitude 1 with
a slope of -1 for a decade around ωc to provide
acceptable PM, and hence adequate damping. Then
adjust the system gain to give a ωc that will yield the
desired bandwidth (and, hence, speed of response).
Simple Design Example
Design Objective: good damping and an
approximate bandwidth of 0 2 rad/s
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Frequency Response Analysis & Design K. Craig 78
( ) ( )DKD s K T s 10.01(20s 1)
= += +
Adjust gain K to produce the desired bandwidth and adjust the
breakpoint ω1 = 1/TD to provide the -1 slope at ωc.
ω1 = .05 rad/sωc = .2 rad/s
approximate bandwidth of 0.2 rad/s.
Step
Response
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– It is therefore possible to detect whether a system is
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Frequency Response Analysis & Design K. Craig 80
p y
minimum phase by examining both the slope of the
high-frequency asymptote of the log-magnitude curveand the phase angle at ω = ∞. If the slope of the log-
magnitude curve as ω → ∞ is –20(q – p) dB/decade
and the phase angle at ω = ∞ is equal to -90°(q – p),then the system is minimum phase.
– Nonminimum-phase systems are slow in response
because of their faulty behavior at the start of the
response.
– In most practical control systems, excessive phase
lag should be carefully avoided. A common example
of a nonminimum-phase element that may be present
in a control system is transport lag:dts
dte 1−τ = ∠ − ωτ
– Dead-time approximation comparison
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Frequency Response Analysis & Design K. Craig 81
10-1
100
101
102
103
104
105
-400
-350
-300
-250
-200
-150
-100
-50
0
frequency (rad/sec)
p h a s e a n g l e ( d e g r e s s )
Dead-Time Phase-Angle Approximation Comparison
pp p
( )o dt
i dt
Q 2 ss
Q 2 s
− τ=
+ τ
( )
( )
( )
2
dt
dto
2
i dt
dt
s2 s
Q 8sQ s
2 s8
τ− τ +
=τ
+ τ +
dts
dte 1−τ = ∠ − ωτ
τdt = 0.01
Step ResponseUnit Step Responses
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Frequency Response Analysis & Design K. Craig 82
Time (sec.)
A m p l i t u d e
Step Response
0 2 4 6 8 10 12-0.4
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
1.4
From: U(1)
T o : Y ( 1 )
Unit Step Responses
21
s s 1+ +
2
s 1
s s 1
++ +
2
s 1
s s 1
− +
+ +
Step ResponseUnit Step Responses
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Frequency Response Analysis & Design K. Craig 83
Time (sec.)
A m p l i t u d e
Step Response
0 2 4 6 8 10 12-0.2
0
0.2
0.4
0.6
0.8
1
1.2
1.4
From: U(1)
T o : Y ( 1 )
21
s s 1+ +
2s
s s 1+ +
2s 1
s s 1+
+ +
Unit Step Responses
Step ResponseUnit Step Responses
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Frequency Response Analysis & Design K. Craig 84
Time (sec.)
A m p l i t u d e
0 2 4 6 8 10 12-0.6
-0.4
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
1.4
From: U(1)
T o : Y ( 1 )
Unit Step Responses
2 s 1s s 1− ++ +
2
s
s s 1
−
+ +
2
1
s s 1+ +
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Frequency Response Analysis & Design K. Craig 85
( )
( )
1
2
s 1G s 10
s 10
s 1G s 10
s 10
+=
+−=
+
Another Example:
Minimum-Phase
&
Nonminimum-Phase
Systems
• Review of Steady-State Error
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Frequency Response Analysis & Design K. Craig 86
Review of Steady State Error
– Assume H(s) = 1 and D(s) = 0. The error is then
E(s) which equals R(s) – C(s).
+-
C(s)R(s)G
c(s ) G(s)
H(s)
E(s)
B(s)
D(s)
Σ+
+
c
E(s) 1
R(s) 1 G (s)G(s)= + c
R(s)
E(s) 1 G (s)G(s)= +
sss 0 s 0
c
R(s)e (t) limsE(s) lims
1 G (s)G(s)→ →
= =
+
– Step Input: R(s) = 1/s
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Frequency Response Analysis & Design K. Craig 87
p p ( )
– Ramp Input: R(s) = 1/s2
sss 0 s 0
c c p
1
1 1se (t) lims lim1 G (s)G(s) 1 G (s)G(s) 1 K → →
= = =+ + +
p cs 0K limG (s)G(s)→≡
2
sss 0 s 0
c c
s 0c v
11se (t) lims lim
1 G (s)G(s) s sG (s)G(s)
1 1limsG (s)G(s) K
→ →
→
= =+ +
= =v c
s 0K limsG (s)G(s)
→≡
Static Error Constants:
K p
and K v
• Steady-State Errors: System Type and Gain as
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Frequency Response Analysis & Design K. Craig 88
y y yp
Related to Log Magnitude Curves
– Consider a unity-feedback control system.
– The steady-state error of this closed-loop system
depends on the system type and the gain. The
system error coefficients are determined by thesetwo characteristics. For any given log magnitude
curve the system type and gain can be
determined. – The steady-state step, ramp, and parabolic error
coefficients describe the low-frequency behavior
of type 0, type 1, and type 2 systems, respectively. – For a given system, only one of the static error
constants is finite and significant.
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Frequency Response Analysis & Design K. Craig 89
– The larger the value of the finite static error
constant, the higher the loop gain is as ωapproaches zero.
– The type of the system determines the slope of the
log-magnitude curve at low frequencies. – Information concerning the existence and
magnitude of the steady-state error of a control
system to a given input can be determined fromthe observation of the low-frequency region of the
log-magnitude curve.
– Type 0 System( ) 0K
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Frequency Response Analysis & Design K. Craig 90
yp y
• The slope at low frequencies is zero.
• The magnitude at low frequencies is 20log10K0.
• The gain K0 is the steady-state step error coefficient.
– Type 1 System• The slope at low frequencies is –20 dB/decade.
• The intercept of the low-frequency slope of –20 dB/decade (or
its extension) with the 0 dB axis occurs at the frequency ω = K1.
• The value of the low-frequency slope of –20 dB/decade (or its
extension) at the frequency ω = 1 is equal to 20log10K1.
• The gain K1 is the steady-state ramp error coefficient.
( )( )
1K G s
s Ts 1=
+
( ) 0K G s
Ts 1=
+
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Frequency Response Analysis & Design K. Craig 91
– Type 2 System
• The slope at low frequencies is –40 dB/decade.• The intercept of the low-frequency slope of –40
dB/decade (or its extension) with the 0 dB axis occurs at
a frequency ω = (K2)1/2.
• The value on the low-frequency slope of –40 dB/decade
(or its extension) at the frequency ω = 1 is equal to
20log10K2.
• The gain K2 is the steady-state parabolic error coefficient.
( )( )
2
2
K G s
s Ts 1=
+
N t l St bilit
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Frequency Response Analysis & Design K. Craig 92
Neutral Stability
• If the closed-loop transfer function of a system is
known, which is usually not the case, one can
determine the stability of the system by simplyinspecting the denominator in factored form to
observe whether the real parts are positive or
negative.• One can determine closed-loop stability by evaluating
the frequency response of the open-loop transfer
function and then performing a test on that response.This is the Nyquist Stability Test.
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Frequency Response Analysis & Design K. Craig 93
• All points on the root locus have the property:
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Frequency Response Analysis & Design K. Craig 94
• At the point of neutral stability, the root locus
conditions hold for s = jω, so:
• Thus a Bode plot of a system that is neutrally stable
(that is, with K defined such that a closed-loop root
falls on the imaginary axis) will satisfy these
conditions.
• The Bode magnitude response corresponding to
neutral stability passes through 1 (0 dB) at the same
frequency at which the phase passes through 180°.
( ) ( )KG s 1 G s 180
°
= ∠ =
( ) ( )KG j 1 G j 180°ω = ∠ ω =
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Neutral Stability Example ( )( )( ) ( )
22
K 0.1K KG s
ss 10 s 1 1 s 1
= =⎛ ⎞+ + + +⎜ ⎟
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Frequency Response Analysis & Design K. Craig 96
( )( ) ( )1 s 110
+ +⎜ ⎟⎝ ⎠
K = 242
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Frequency Response Analysis & Design K. Craig 97
K = 32
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Frequency Response Analysis & Design K. Craig 98
K = 900
Nyquist Stability Criterion
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Frequency Response Analysis & Design K. Craig 99
Nyquist Stability Criterion
• The advantages of the Nyquist stability criterion over
the Routh criterion are: – It uses the open-loop transfer function, i.e.,
(B/E)(s), to determine the number, not the
numerical values, of the unstable roots of theclosed-loop system characteristic equation. The
Routh criterion requires the closed-loop system
characteristic equation to determine the same
information.
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– In addition to answering the question of absolute
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Frequency Response Analysis & Design K. Craig 101
stability, Nyquist also gives some useful results on
relative stability, i.e., gain margin and phasemargin. Furthermore, the graphical plot used,
keeps the effects of individual pieces of hardware
more apparent (Routh tends to "scramble themup") making needed design changes more
obvious.
– The Nyquist Stability Criterion will handle stabilityanalysis of complex systems with one or more
resonances, with multiple magnitude-curve
crossings of 1.0, and with multiple phase-curve
crossings of 180°. It handles open-loop unstable
systems, nonminimum-phase systems, and
systems with pure time delay.
• The Argument Principle
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Frequency Response Analysis & Design K. Craig 102
g p
– Consider the transfer function H1
(s) with poles and
zeros shown below.
– The evaluation of H1(s) on the contour C1 is also
shown.
( )1 2 1 2α = θ + θ − φ + φ
Since there are no poles or zeros within C1, α undergoes
no net change of 360° and H1(s) will not encircle the origin.
– Consider the transfer function H2(s) with poles and
zeros shown below Note the pole within C
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Frequency Response Analysis & Design K. Craig 103
zeros shown below. Note the pole within C1.
– The evaluation of H2(s) on the contour C1 is alsoshown.
Since there is a pole within C1, α undergoes a net change
of -360° after a full traverse of C1. Therefore H2(s) will
encircle the origin in the CCW direction.
( )1 2 1 2α = θ + θ − φ + φ
– The Argument Principle can be stated as follows:
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Frequency Response Analysis & Design K. Craig 104
• A contour map of a complex function will
encircle the origin Z – P times, where Z is the
number of zeros and P is the number of poles
of the function inside the contour.
– How is the Argument Principle applied in controldesign?
Consider a contour C1 encirclingthe entire RHP, where a pole
would cause an unstable system.
The resulting evaluation of H(s)will encircle the origin only if H(s)
has a RHP pole or zero.
– What makes all this contour behavior useful is that
t l ti f l KG( ) b
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Frequency Response Analysis & Design K. Craig 105
a contour evaluation of an open-loop KG(s) can be
used to determine stability of the closed-loopsystem.
– The closed-loop roots are the solutions to
1 + KG(s) = 0. Apply the principle of the argumentto the function 1 + KG(s). If the evaluation contour
of this function enclosing the entire RHP contains
a pole or zero of 1 + KG(s), then the evaluatedcontour will encircle the origin.
– Note that 1 + KG(s) is simply KG(s) shifted to the
right one unit.
( )
( ) ( )
( )
( )
Y s KG s
T sR s 1 KG s= = +
– If the plot of 1 + KG(S) encircles the origin, the plot
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Frequency Response Analysis & Design K. Craig 106
of KG(s) will encircle -1 on the real axis.
– Therefore, we can plot the contour evaluation of
the open-loop KG(s), examine its encirclements of
-1, and draw conclusions about the origin
encirclements of the closed-loop function 1 +KG(s). This is called a Nyquist plot, or polar plot,
because we plot the magnitude of KG(s) versus
the angle of KG(s).
Nyquist Plots
Evaluation of
KG(s)&
1 + KG(s)
– To determine whether an encirclement is due to a
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Frequency Response Analysis & Design K. Craig 107
pole or zero, we write 1 + KG(s) in terms of poles
and zeros of KG(s):
– The poles of 1 + KG(s) are also the poles of G(s).
It is safe to assume that the poles of G(s) (i.e.,
factors of a(s)) are known, the rare existence of
any of these poles in the RHP can be accountedfor. Assuming that there are no poles of G(s) in
the RHP, an encirclement of -1 by KG(s) indicates
a zero of 1 + KG(s) in the RHP, and thus anunstable root of the closed-loop system.
( ) b(s) a(s) Kb(s)
1 KG s 1 K a(s) a(s)
++ = + =
A clockwise contour C enclosing a zero of 1 + KG(s)
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Frequency Response Analysis & Design K. Craig 108
– A clockwise contour C1 enclosing a zero of 1 + KG(s),
i.e., a closed-loop root, will result in KG(s) encircling-1 in a CW direction.
– If C1 encloses a pole of 1 + KG(s), i.e., an unstable
open-loop pole, there will be a CCW KG(s)encirclement of -1.
– The net number of CW encirclements, N, equals the
number of zeros (closed-loop system roots) in theRHP, Z, minus the number of open-loop poles in the
RHP, P.
– N = Z – P. This is the key concept of the Nyquist
Stability Criterion.
– Any KG(s) that represents a physical system will
h t i fi it f i h
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Frequency Response Analysis & Design K. Craig 109
have zero response at infinite frequency, i.e., has
more poles than zeros. This means that the bigarc of C1 corresponding to s at infinity results in
KG(s) being an infinitesimally small point near the
origin for that portion of C1.
• Procedure for Plotting the Nyquist Plot
Plot KG(s) for jω ≤ s ≤ +jω
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Frequency Response Analysis & Design K. Craig 110
– Plot KG(s) for –jω ≤ s ≤ +jω.
• Evaluate KG(jω) for ω = 0 to ωh, where ωh is so largethat the magnitude of KG(jω) is negligibly small for ω >
ωh, then reflect the image about the real axis, adding it
to the preceding image. The magnitude of KG(jω) willbe small at high frequencies for any physical system.
The Nyquist plot will always be symmetrical with
respect to the real axis. – Evaluate the number of CW encirclements of -1, and call
that number N. N is negative for CCW encirclements.
– Determine the number of unstable (RHP) poles of G(s),and call that number P.
– Z = N + P, which is the number of unstable closed-loop
roots. Z = 0 for stability.
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Frequency Response Analysis & Design K. Craig 111
Feedback Control SystemBlock Diagram
Plausibility Demonstration for the Nyquist Stability Criterion
– Consider a sinusoidal input to the open-loop
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Frequency Response Analysis & Design K. Craig 112
– Consider a sinusoidal input to the open-loop
configuration. Suppose that at some frequency,(B/E)(iω) = -1 = 1 ∠ 180°. If we would then close
the loop, the signal -B would now be exactly the
same as the original excitation sine wave E and
an external source for E would no longer be
required. The closed-loop system would maintain
a steady self-excited oscillation of fixed amplitude,
i.e., marginal stability.
– It thus appears that if the open-loop curve
(B/E)(iω) for any system passes through the -1
point, then the closed-loop system will bemarginally stable.
– However, the plausibility argument does not make
clear what happens if curve does not go exactly
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Frequency Response Analysis & Design K. Craig 113
clear what happens if curve does not go exactly
through -1. The complete answer requires a rigorousproof and results in a criterion that gives exactly the
same type of answer as the Routh Criterion, i.e., the
number of unstable closed-loop roots.
– Instead, we state a step-by-step procedure for the
Nyquist criterion.
1. Make a polar plot of (B/E)(iω) for 0 ≤ ω < ∞ , eitheranalytically or by experimental test for an existing
system. Although negative ω's have no physical
meaning, the mathematical criterion requires that we
plot (B/E)(-iω) on the same graph. Fortunately this iseasy since (B/E)(-iω) is just a reflection about the real
(horizontal) axis of (B/E)(+iω).
Polar Plot of Open-Loop( ) ( )1 2
Bi G G H i
Eω = ω
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Frequency Response Analysis & Design K. Craig 114
Frequency Response
Simplified Version of
Nyquist Stability Criterion
E
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Frequency Response Analysis & Design K. Craig 115
Examples
of Polar Plots
2. If (B/E)(iω) has no terms (iω)k, i.e., integrators,
as multiplying factors in its denominator the plot
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Frequency Response Analysis & Design K. Craig 116
as multiplying factors in its denominator, the plot
of (B/E)(iω) for -∞ < ω < ∞ results in a closedcurve. If (B/E)(iω) has (iω)k as a multiplying
factor in its denominator, the plots for +ω and -ωwill go off the paper as ω → 0 and we will not get
a single closed curve. The rule for closing such
plots says to connect the "tail" of the curve at ω→ 0− to the tail at ω → 0+ by drawing k clockwise
semicircles of "infinite" radius. Application of thisrule will always result in a single closed curve so
that one can start at the ω = -∞ point and trace
completely around the curve toward ω = 0-
and ω= 0+ and finally to ω = +∞, which will always be
the same point (the origin) at which we started
with ω = -∞.
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3. We must next find the number Np of poles of
G1G2H(s) that are in the right half of the complex
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Frequency Response Analysis & Design K. Craig 120
G1G2 (s) t at a e t e g t a o t e co p e
plane. This will almost always be zero since thesepoles are the roots of the characteristic equation of
the open-loop system and open-loop systems are
rarely unstable. If the open-loop poles are not
already factored and thus apparent, one can apply
the Routh criterion to find out how many unstable
ones there are, if any. If G1G2H(iω) is not known
analytically but rather by experimentalmeasurements on an existing open-loop system,
then it must have zero unstable roots or else we
would never have been able to run the necessaryexperiments because the system would have been
unstable. We thus generally have little trouble
finding Np
and it is usually zero.
4 We now return to our plot (B/E)(iω) which has
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Frequency Response Analysis & Design K. Craig 121
4. We now return to our plot (B/E)(iω), which has
already been reflected and closed in earliersteps. Draw a vector whose tail is bound to the -
1 point and whose head lies at the origin, where
ω = -∞. Now let the head of this vector tracecompletely around the closed curve in the
direction from w = -∞ to 0- to 0+ to +∞, returning
to the starting point. Keep careful track of the
total number of net rotations of this test vector
about the -1 point, calling this Np-z and making it
positive for counter-clockwise rotations and
negative for clockwise rotations.
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• Nyquist Plot Example
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Frequency Response Analysis & Design K. Craig 124N = 0, P = 0, therefore Z = 0.
• Often the control systems engineer is more interested
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Frequency Response Analysis & Design K. Craig 125
y g
in determining a range of gains K for which thesystem is stable than in testing for stability at a
specific value of K.
– To accomplish this, scale KG(s) by K and examineG(s) to determine stability for a range of gains K.
This is possible because an encirclement of -1 by
KG(s) is equivalent to an encirclement of -1/K by
G(s).
– Therefore, instead of having to deal with KG(s),
we need only consider G(s), and count the
number of encirclements of the point -1/K.
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Frequency Response Analysis & Design K. Craig 126
• In this example, the open-loop pole at s = 0 creates
i fi it it d f G( ) t 0 T tl
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Frequency Response Analysis & Design K. Craig 127
an infinite magnitude of G(s) at ω = 0. To correctly
determine the number of -1/K encirclements, we mustdraw this arc in the proper half plane. Should it cross
the positive real axis or the negative one? It is also
necessary to assess whether the arc should sweep180°, 360°, or 540°.
Modify the C1 contour, as shown.
Because the phase of G(s) is thenegative of the sum of the angles
from all the poles, the evaluation
results in a Nyquist plot moving
from +90° for s just below thepole at s = 0, across the positive
real axis to -90° for s just above
the pole.
• Nyquist Plot Example
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Nyquist Stability Criterion Examples ( ) 2
1G s
s=
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Frequency Response Analysis & Design K. Craig 129
( ) 2
1G s
s=
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Frequency Response Analysis & Design K. Craig 130
Contour Nyquist Plot
s
0+
ω =
0
−
ω =
ω = +∞
ω = −∞
( ) 2 2
0
1G s
s=
+ ω
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Frequency Response Analysis & Design K. Craig 131
0
0 2ω =
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Frequency Response Analysis & Design K. Craig 133
( ) ( )
( )
K s 2KG s
s 10
+=
+
Closed-Loop System
is stable for any K > 0
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Frequency Response Analysis & Design K. Craig 134
( )
( )( )
2
K KG s
s 10 s 2=
+ +
Closed-Loop System is stable for 0 < K < 576;
K > 576 Closed-Loop System has two unstable roots
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Frequency Response Analysis & Design K. Craig 135
( ) ( )( )
( )( )3
K s 10 s 1KG s
s 100 s 2
+ +=
+ +
Closed-Loop System
is stable for any K > 0
( ) ( )
( )
K s 1KG s
s s 3
+=
+
Range of K for stability is -1/K < 0
N = 0, P = 0, Z = N + P = 0
Closed Loop System is Stable for K > 0
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Frequency Response Analysis & Design K. Craig 136
( )Closed-Loop System is Stable for K > 0
Range of K for stability is -1/K < 0
N = -1, P = 1, Z = N + P = 0
Closed-Loop System is Stable for K > 0
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Frequency Response Analysis & Design K. Craig 137
Closed Loop System is Stable for K > 0
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Frequency Response Analysis & Design K. Craig 138
( )( )( )2
1G s
s 1 s 2s 2=
+ + +
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s 1+
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Frequency Response Analysis & Design K. Craig 140
( )s 1
G s s 10
+
= +
For any K > 0, N = 0, P = 0, and Z = N + P = 0
Closed-Loop System is Stable
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Frequency Response Analysis & Design K. Craig 141
( )s 1
G ss 10
−= −
+
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( )s 1
G ss 10
+=
−
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Frequency Response Analysis & Design K. Craig 143
Nyquist Stability
Analysis
of aSystem
with
Dead Time
– The Nyquist criterion treats without approximation
systems with dead times. Since the frequency
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Frequency Response Analysis & Design K. Craig 144
response of a dead time element τdt is given bythe expression 1∠-ωτdt, the (B/E)(iω) for the
system of Figure (a) spirals unendingly into the
origin. With low loop gain, the closed-loop system
is stable, i.e., Np = 0 and Np-z = 0.
– Raising the gain, Figure (b), expands the spirals
sufficiently to cause the test vector to experience
two net rotations, i.e., Np-z = -2, causing closed-
loop instability. Further gain increases expand
more and more of these spirals out to the region
beyond the -1 point, causing Np-z to increase,indicating the presence of more and more
unstable closed-loop roots.
Stability Margins
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Frequency Response Analysis & Design K. Craig 145
• Two open-loop performance criteria in common use
to specify relative stability are gain margin and phase
margin.• The open-loop frequency response is defined as
(B/E)(iω). One could open the loop by removing the
summing junction at R, B, E and just input a sinewave at E and measure the response at B. This is
valid since (B/E)(iω) = G1G2H(iω).
• The utility of open-loop frequency-response rests onthe Nyquist stability criterion.
• Gain margin (GM) and phase margin (PM) are in the
nature of safety factors such that (B/E)(iω) stays far
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Frequency Response Analysis & Design K. Craig 146
enough away from 1 ∠ -180° on the stable side.• Gain margin is the multiplying factor by which the
steady-state gain of (B/E)(iω) could be increased
(nothing else in (B/E)(iω) being changed) so as to putthe system on the edge of instability, i.e., (B/E)(iω))
passes exactly through the -1 point. This is called
marginal stability.• Phase margin is the number of degrees of additional
phase lag (nothing else being changed) required to
create marginal stability.
• Both a good gain margin and a good phase margin
are needed; neither is sufficient by itself.
Open-Loop Performance Criteria:
Gain Margin and Phase Margin
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A system must have adequate stability margins. Both a good gain margin and a good phase margin
are needed.
Useful lower bounds:GM > 2.5 PM > 30°
Bode Plot View of
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Gain Margin and Phase Margin
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The phase margin can be
determined for any value of K.
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y
Indicate on the figure where
for selected trial values of K.
( )KG j 1ω =
If we wish a certain PM, we
simply read the value of
corresponding to the
frequency that would create
the desired PM and note thatthe magnitude at this
frequency is 1/K.
( )G jω
• It is important to realize that, because of model
uncertainties, it is not merely sufficient for a system to be
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Frequency Response Analysis & Design K. Craig 151
stable, but rather it must have adequate stabilitymargins.
• Stable systems with low stability margins work only on
paper; when implemented in real time, they arefrequently unstable.
• The way uncertainty has been quantified in classical
control is to assume that either gain changes or phasechanges occur. Typically, systems are destabilized
when either gain exceeds certain limits or if there is too
much phase lag (i.e., negative phase associated with
unmodeled poles or time delays).
• As we have seen these tolerances of gain or phase
uncertainty are the gain margin and phase margin.
• The PM is more commonly used to specify control system
performance because it is most closely related to the
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damping ratio of the system.
• One can also relate transient-response overshoot (Mp)
and frequency-response resonant peak (Mr ) to phase
margin (PM) for a second-order closed-loop system.
( )( )
( )
2
n
n
2
n
2 2
n n
1
4 2
G ss s 2
T ss 2 s
2PM tan
1 4 2
−
ω=
+ ζω
ω=
+ ζω + ω
⎡ ⎤ζ⎢ ⎥=⎢ ⎥+ ζ − ζ⎣ ⎦
PM
100ζ ≈ ( )
2
nG ss s 2
ω=
+ ζω
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( )( )
( )
2
n
n
2
n
2 2
n n
1
4 2
G s
s s 2
T ss 2 s
2PM tan
1 4 2
−
ω=
+ ζωω
=+ ζω + ω
⎡ ⎤ζ⎢ ⎥=
⎢ ⎥+ ζ − ζ⎣ ⎦
100
( )( )
n2
n
2 2
n n
s s 2
T ss 2 s
+ ζω
ω=
+ ζω + ω
( ) ( )( )
( )( )
2
2 2 2
85 s 1 s 2s 43.25G s
s s 2s 82 s 2s 101
+ + +=
+ + + +
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( )( )( )( )2
85 s 1 s 1 6.5j
s s 1 9j s 1 10j
+ + ±=+ ± + ±
Nyquist Plot
Bode Plots
The actual stability margin can beassessed only be examining the
Nyquist plot to determine its closest
approach to the -1 point.
Vector MarginVector Margin is
the distance to
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the -1 point fromthe closest
approach of the
Nyquist plot.
This is a single-margin
parameter and it
removes allambiguities in
assessing
stability thatcome from using
GM and PM in
combination.
Conditionally-Stable System
2
Here an increase in gain can
make the system stable.The Bode plot yields a PM = +10° and a GM
= 0.7 for K = 7. These are conflicting. For
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Root-Locus Plot Nyquist Plot (K = 7)
( ) ( )2
3
K s 10KG s
s+=
g
systems like this, use the root-locus and/orNyquist plot to determine stability.
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( )
s100 1
10G s
s s
⎡ ⎤+⎢ ⎥⎣ ⎦=⎡ ⎤ ⎡ ⎤
Note: The RHP pole at s = 1 causes -
180º shift from the -90º that you would
normally expect from a normal system
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s 1 11 100− +⎢ ⎥ ⎢ ⎥⎣ ⎦ ⎣ ⎦ with all the singularities in the LHP.
K = 1
K = 0.1112
Marginal
Stability
Nyquist Plot
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K = 1
( )
( )
3 2
2
s 2L s
s s 2
K s 2s 2
+=+ −
+ +
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K = 0.5
( )( )
3 2T s s s Ks 2K 2= + + + −
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K = 0.5
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K = 1
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K = 1
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K = 1.5
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K = 1.5
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K = 2
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K = 2
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K = 2.5
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K = 2.5
( ) ( )
( )( )2
3.2 s 1G s
s s 2 s 0.2s 16
+=
+ + +
Note: Even though the PM is
92.8º, the GM is only 1 dB.
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( )( ) ( )
( )2
1 1G s H s
s 1s 2 s 4= =
++ +
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K = 5.9
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ζ = 0.707
K = 5.9
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K = 31ζ = 0.262ζ = 0.944
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K = 31
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Same
Root-Locus
Plots
Same
Closed-Loop Poles
Different Zeros
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P = 0
N = 0 for 0 < K < 4Therefore Z = 0
P = 0N = 2 for 4 < K < ∞
Therefore Z = 2
( ) ( )
( )22
K s 1KG s
s s 10
+=
+
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K = 50.9
Closed-Loop Bode Plot
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Closed-Loop Bode Plot
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Frequency-Response Design
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• Here we consider the design and compensation of
SISO, linear, time-invariant control systems by the
frequency-response approach.
• In this approach, transient-response performance,
which is usually most important, is specified in an
indirect manner.
• Phase margin, gain margin, and resonant peak
magnitude give a rough estimate of system damping.
• Gain crossover frequency resonant frequency and
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• Gain crossover frequency, resonant frequency, andbandwidth give a rough estimate of the speed of
transient response.
• Static error constants give the steady-state accuracy.• Although the correlation between the transient
response and frequency response is indirect, the
frequency domain specifications can be convenientlymet in the Bode diagram approach.
• Design the open loop by the frequency response
method, determine the closed-loop poles and zeros,
and check that the transient response specifications
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and check that the transient-response specificationshave been met. If not, then iterate.
• This method can be used for systems or components
whose dynamic characteristics are given in the formof frequency-response data.
• When dealing with high-frequency noises, this
approach is more convenient.• Two approaches in frequency-domain design:
– Polar-plot approach
– Bode-diagram approach
• Polar-Plot Approach
– When a compensator is added, the polar plot does
not retain the original shape and therefore we need
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not retain the original shape, and, therefore, we needto draw a new polar plot, which is time consuming
and inconvenient.
• Bode-Diagram Approach
– The compensator can simply be added to the original
Bode diagram, and thus plotting the complete Bode
diagram is a simple matter. – If the open-loop gain is varied, the magnitude curve is
shifted up or down without changing the slope of the
curve, and the phase curve remains the same. – For design purposes, the Bode diagram is preferred.
• A common approach to the Bode Diagram is:
– First adjust the open-loop gain so that the
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– First adjust the open-loop gain so that therequirement on the steady-state accuracy is met.
– Then plot the magnitude and phase curves of
the uncompensated, but gain-adjusted, open-loop system.
– Reshape the open-loop transfer function with the
addition of a suitable compensator to meet gainmargin and phase margin specifications.
– Try to meet other specifications, if any.
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• The gain in the low-frequency region should be large
enough for steady-state error and disturbance
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enough for steady-state error and disturbancerejection properties.
• Near the gain crossover frequency, chosen for speed
of response requirements, the slope of the log-magnitude curve should be -20 dB/decade and
should extend over a sufficiently wide frequency band
to assure a proper phase margin.
• In the high-frequency region, the gain should be
attenuated as rapidly as possible to minimize noise
effects.
• Consider the following design problem:
– Given a plant transfer function G2
(s), find a
compensator transfer function G (s) which yields
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compensator transfer function G1(s) which yields
the following:
• stable closed-loop system
• good command following
• good disturbance rejection
• insensitivity of command following to modelingerrors (performance robustness)
• stability robustness with unmodeled dynamics
• sensor noise rejection
• Without closed-loop stability, a discussion of performance
is meaningless. It is critically important to realize that the
compensator G1(s) is actually designed to stabilize ai l l l t U f t t l th tG ( )∗
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compensator G (s) is actually designed to stabilize anominal open-loop plant . Unfortunately, the true
plant is different from the nominal plant due to
unavoidable modeling errors, denoted by δG2(s). Thus
the true plant may be represented by:
• Knowledge of δG2
(s) should influence the design of G1
(s).
We assume here that the actual closed-loop system,
represented by the true closed-loop transfer function, is
absolutely stable.
2G (s)∗
2 2 2G (s) G (s) G (s)∗= + δ
1 2 2
1 2 2
G (s) G (s) G (s)
1 G (s) G (s) G (s)
∗
∗
⎡ ⎤+ δ⎣ ⎦⎡ ⎤+ + δ⎣ ⎦
(unity feedback assumed)
Design a Good Single-Input, Single-Output Control Loop
• stable closed-loop system
• good command following
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Frequency Response Analysis & Design K. Craig 195
Smooth transition from the low to high-frequency range, i.e., -20 dB/decade
slope near the gain crossover frequency
Frequencies for good
command following,
disturbance reduction,
sensitivity reduction
Sensor noise,
unmodeled high-
frequency dynamics
are significant here.
Gain below this level
at high frequencies
Gain above this level
at low frequencies
good command following
• good disturbance rejection
• insensitivity of command
following to modeling
errors (performancerobustness)
• stability robustness with
unmodeled dynamics
• sensor noise rejection
Lead Compensation
• Lead compensation approximates PD control A PDt t f f ti h th f ( )G K K+
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Frequency Response Analysis & Design K. Craig 196
Lead compensation approximates PD control. A PDcompensator transfer function has the form:
• The PD compensator was shown to have a stabilizing
effect on the root-locus of a second-order system.• The Bode diagram shows the stabilizing influence in the
increase in phase at frequencies above the break point.
We use this compensation by locating the break point so
that the increased phase occurs in the vicinity of crossover
(where the log magnitude = 0 dB), thus increasing the
phase margin.
• The magnitude of this compensation continues to grow
with increasing frequency (impossible with physical
elements) thus amplifying high-frequency noise.
( )c p dG s K K s= +
B )
Bode Diagrams
30
40
50
From: U(1)Bode Diagram:
PD Controller
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Frequency Response Analysis & Design K. Craig 197
Frequency (rad/sec)
P h a s e ( d e g ) ; M a g n i t u d e ( d B
0
10
20
10-2 10-1 100 101 1020
20
40
60
80
100
T o : Y ( 1 )
( )c p d
d p
p
G s K K s
K K 1 s
K
= +⎛ ⎞
= +⎜ ⎟⎜ ⎟⎝ ⎠
K p =1 K d = 1
PD Controller
D(s) = T s + 1
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Frequency Response Analysis & Design K. Craig 198
D(s) = TDs + 1
• In order to alleviate the high-frequency amplification
of the PD compensation, a first-order pole is added in
the denominator at frequencies higher then thebreakpoint of the PD compensator The phase
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Frequency Response Analysis & Design K. Craig 199
the denominator at frequencies higher then thebreakpoint of the PD compensator. The phase
increase (or lead) still occurs, but the amplification at
high frequencies is limited.
• Lead Compensation Characteristics
– improves stability margins; adds damping to the system
– yields a small change in steady-state accuracy
– yields a higher gain crossover frequency which means
higher bandwidth which means a reduction in settling time
– is more susceptible to high-frequency noise because of
increase in high-frequency gain due to the increase inbandwidth
– raises the order of the system by one
• Lead Compensator: A high-pass filter
( )c c c
1s
Ts 1 TG s K K (0 < < 1)1
++= α = α
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Frequency Response Analysis & Design K. Craig 200
• The minimum value of α (usually 0.05) is limited by
the physical construction of the compensator, either
analog or digital. Therefore the maximum phase lead
that may be produced by a lead compensator is
about 65°.• Lead Compensator Polar Plot:
( )c c cTs 1 TG s K K (0 1)1Ts 1
sT
+= α = αα + +α
c j T 1K (0 1) j T 1ω +α < α <ωα +
m
m
m
112sin ( )
1 1
2
1 sin
1 sin
− α− α
φ = =+ α + α
− φα =
+ φ( ) ( )1 1tan T tan T− −φ = ω − α ω
Maximum Phase Increase for Lead Compensation
While oneld i
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Frequency Response Analysis & Design K. Craig 201
could increase
the phase lead
up to 90° using
higher values ofthe lead ratio
1/α, this
produces
higheramplifications
at higher
frequencies.
Select a value of 1/α that is a good compromise between an acceptable
phase margin and an acceptable noise sensitivity at high frequencies.
65° is the usual maximum. Use a double lead compensator if needed.
φm
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Frequency Response Analysis & Design K. Craig 202
12
1( )+ α
ω = 0 ω = ∞
φm
1
21( )− α
α
ω m
Polar Plot of Lead Compensator
with K c = 1
Bode Diagrams
0
Bode Diagram
c
( j T 1)
K ( j T 1)
ω +
α ωα +
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Frequency Response Analysis & Design K. Craig 203
Frequency (rad/sec)
P h
a s e ( d e g ) ; M a g n i t u d e (
d B )
-20
-15
-10
-5
10-1
100
101
102
10
20
30
40
50
c
( j T 1)
0.1
T 1K 1
α ωα +α =
==
m1 1
T T
1
T
− −⎛ ⎞⎛ ⎞ω = ⎜ ⎟⎜ ⎟α⎝ ⎠⎝ ⎠
= α
c
1Mag K = α
α
ωm occurs midway between the 2 break-point frequencies
on a log scale.
Φm
( )c c c
1s
s zTG s K K 1 s ps
+ += =
++
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Frequency Response Analysis & Design K. Craig 204
( ) psT
++α
m
1 1
T T
z p
− −⎛ ⎞⎛ ⎞ω = ⎜ ⎟⎜ ⎟α⎝ ⎠⎝ ⎠
=
• The amount of phase lead at the midpoint depends
only on α. Our task is to select a value of α that is a
good compromise between an acceptable phase
margin and an acceptable noise sensitivity at high
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Frequency Response Analysis & Design K. Craig 205
g p y g
frequencies.
• If a phase lead greater than 65° is required, then a
double lead compensator would be required.
• In lead-network designs, there are 3 primary design
parameters:
– Gain crossover frequency ωgc, which determines
bandwidth, rise time, and settling time.
– Phase margin, which determines the damping
coefficient and the overshoot.
– Low-frequency gain, which determines the steady-
state error characteristics.
Lead Compensation Design Procedure
P i f ti i t h th f
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Frequency Response Analysis & Design K. Craig 206
• Primary function is to reshape the frequency-
response curve to provide sufficient phase-lead angle
to offset the excessive phase lag associated with thecomponents of the fixed system.
• Assume performance specifications are given in
terms of phase margin, gain margin, static error
constant, and so on.
• Assume the following lead compensator:
( )c c c
1
sTs 1 TG s K K (0 < < 1)1Ts 1
sT
++= α = αα + +
α
• Let Kcα = K. Determine gain K to satisfy steady-state error
requirements or bandwidth requirements.
– To meet error requirement, pick K to meet ess
– To meet bandwidth requirement pick K so that ω is a
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Frequency Response Analysis & Design K. Craig 207
To meet bandwidth requirement, pick K so that ωgc is a
factor of two below the desired closed-loop bandwidth
• Draw the Bode diagram of the gain-adjusted, but
uncompensated, system, i.e., KG(s). Evaluate the phase
margin.
• Determine the necessary phase lead angle φ to be added
to the system. Add 5° - 10° to this value to compensate
for the shift in ωgc.
• Determine the attenuation factor α by using
mm
m
1 1 sin( )sin( )
1 1 sin( )
− α − φφ = ⇒ α =
+ α + φ
• Determine the frequency where the magnitude of
KG(s) is equal to
10
1
20log
⎛ ⎞
− ⎜ ⎟α⎝ ⎠
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Frequency Response Analysis & Design K. Craig 208
Select this frequency as the new ωgc. This
corresponds to
and the maximum phase shift φm occurs at this
frequency.
• Determine pole and zero frequencies of the lead
compensator:
g ⎜ ⎟α⎝ ⎠
m
1
Tω = α
zero pole
1 1
T Tω = ω =
α
• Calculate Kc = K/α.
• Draw the compensated frequency response and check the
PM.
• Check the gain margin to be sure it is satisfactory If not
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Frequency Response Analysis & Design K. Craig 209
• Check the gain margin to be sure it is satisfactory. If not,
modify the pole-zero location of the compensator.
• Summary – The design problem is to find the best values for the
parameters given the requirements. For a lead
controller, if the low frequency gain is kept the same,the crossover frequency will increase. If the crossover
frequency is kept the same, the low frequency gain will
decrease. So assume a fixed value of one of the three:
PM, low-frequency gain, or ωgc, and then adjust theother two iteratively to meet specifications.
Lead Compensation for a DC Motor ( )( )
1G ss s 1
=+
Performance Specifications:
ess < 0.1 for a unit ramp input and Mp < 25% (PM > 45°)1 1
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Frequency Response Analysis & Design K. Craig 210
p p ( )
ss
v cs 0
1 1e
K limsG (s)G(s)→
= ≡ K = 10
α = 0.2
Lead Compensation for a Temperature Control System
( )
( )
K KG s
s s
1 s 1 10.5 2
=⎛ ⎞ ⎛ ⎞
+ + +⎜ ⎟ ⎜ ⎟⎝ ⎠ ⎝ ⎠
Performance Specifications:
Kp
= 9 and PM > 25°
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Frequency Response Analysis & Design K. Craig 211
( )⎜ ⎟ ⎜ ⎟⎝ ⎠ ⎝ ⎠
ss
p
p cs 0
1e
1 K
K limG (s)G(s)→
=+
≡ K = 9
PM = 7°, ωgc
= 1.9
( ) ( )
( )1
s 1D s 3
s 3
+=
+PM = 16°
( ) ( )( )2s 1.5D s 10s 15+=+
PM = 38°
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Lag Compensation
• Lag Compensation Characteristics
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Frequency Response Analysis & Design K. Craig 213
• Lag Compensation Characteristics
– reduces the system gain at higher frequencies
without reducing the system gain at low frequencies – reduces the system bandwidth and so the system
has a slower response speed
– has improved steady-state accuracy since the totalsystem gain and hence, low-frequency gain, can be
increased because of the reduced high-frequency
gain – is less susceptible to high-frequency noise since the
high-frequency gain is reduced
• Lag Compensation approximates a Proportional-
Integral (PI) Compensator.
( ) K 1D s s⎛ ⎞= +⎜ ⎟
PI
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Frequency Response Analysis & Design K. Craig 214
( )I
D s ss T
⎛ ⎞= +⎜ ⎟⎝ ⎠
PI Compensation has infinitegain at zero frequency, which
reduces steady-state errors, but
has phase decrease atfrequencies lower than the
break point at ω = 1/TI. The
break point is located at a
frequency substantially lowerthan ωgc so the system’s PM is
not affected significantly.
Compensation
( )c c Ts 1G s K Ts 1+= β β +
Lag Compensator: A low-pass filter
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Frequency Response Analysis & Design K. Craig 215
( )
c
Ts 1
1s
TK ( 1)1
sT
β β +
+
= β >+
β
Frequency Response
of a Lag Compensation
with α = 10.
Note that α and β are used
interchangeably.
Polar Plot of Lag Compensator
c j T 1K ( 1)ω +β β >
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Frequency Response Analysis & Design K. Craig 216
ω = 0ω = ∞
K c K cβ
c ( ) j T 1
β βωβ +
Bode Diagrams
20
Bode Diagram: Lag Compensation
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Frequency Response Analysis & Design K. Craig 217
Frequency (rad/sec)
P h a s e ( d e g ) ; M a g n i t u d e ( d B )
0
5
10
15
10
-2
10
-1
10
0
10
1
-50
-40
-30
-20
-10
c
c
( j T 1)K ( j T 1)
10
T 1
K 1
ω +βωβ +
β =
==
• A lag compensator is essentially a low-pass filter. It
permits a high gain at low frequencies whichimproves steady state performance and reduces gain
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Frequency Response Analysis & Design K. Craig 218
improves steady-state performance and reduces gain
in the higher range of frequencies so as to improve
the phase margin. The phase-lag characteristic is ofno consequence for compensation purposes.
• The exact location of the lag compensator pole and
zero is not critical provided they are close to theorigin (but not too close) and their ratio is that
required to meet steady-state error requirements.
• The closed-loop pole created by the lag compensator
will adversely affect the transient response (settlingtime) to both a command and a disturbance
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Frequency Response Analysis & Design K. Craig 219
time) to both a command and a disturbance.
• The attenuation due to the lag compensator will shift
ωgc to a lower frequency point where the phasemargin is acceptable. The bandwidth of the system
will be reduced and this will result in a slower
transient response.• A lag-compensated system tends to be less stable as
it acts approximately as PI controller. To avoid this, T
should be made sufficiently larger than the largest
time constant of the system.
• Conditional stability may occur when a system having
saturation or limiting, which reduces the effective loop
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Frequency Response Analysis & Design K. Craig 220
gain, is compensated by use of a lag compensator.
To avoid this, the system must be designed so that
the effect of lag compensation becomes significantonly when the amplitude of the input to the saturating
element is small. This can be done by means of
minor feedback-loop compensation.
Lag Compensation Design Procedure
• Lag Compensator: 1
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Frequency Response Analysis & Design K. Craig 221
• Lag Compensator:
• Define Kcβ = K. Determine gain K to satisfy steady-
state error requirements.
• Draw the Bode diagram of the gain-adjusted, but
uncompensated, system, i.e., KG(s). Evaluate the
phase margin and gain margin.
( )c c c
1s
Ts 1 TG s K K ( 1)
1Ts 1 sT
++= β = β >
β + + β
• If the specifications on gain margin and phase margin
are not satisfied, find the frequency where the phaseangle of KG(s) is -180° plus the required phase
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Frequency Response Analysis & Design K. Craig 222
angle of KG(s) is 180 plus the required phase
margin plus 5° to 12° (to compensate for the phase
lag of the lag compensator). Choose this frequency
as the new ωgc.
• The pole and zero of the lag compensator must be
located substantially lower than the new ωgc to
prevent detrimental effects of phase lag due to the
lag compensator. Choose the zero location 1 octave
to 1 decade below the new ωgc.
• Determine the attenuation necessary to bring the
magnitude curve down to 0 dB at the new ωgc. Since
this attenuation is -20 log10β, determine β. The pole
of the compensator is now determined.
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Frequency Response Analysis & Design K. Craig 223
• Calculate Kc = K/β.
• Example:
Performance Specifications:
PM > 40° GM > 10 dBunit-ramp-input steady-state error < 0.2
Compensator:
1G(s) s(s 1)(0.5s 1)= + +
c10s 1G (s) 5100s 1
+=+
Lag-Compensation Design for a Temperature Control System
( )
( )
K KG s
s s1 s 1 10.5 2
=
⎛ ⎞ ⎛ ⎞+ + +⎜ ⎟ ⎜ ⎟⎝ ⎠ ⎝ ⎠
Performance Specifications:
Kp = 9 and PM > 40°
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Frequency Response Analysis & Design K. Craig 224
0.5 2⎝ ⎠ ⎝ ⎠
( )5s 1
D s 3
15s 1
+=
+
Note: A lead or a lag compensator
could meet these specifications.The bandwidth of the lead design
is higher by a factor of 3 than that
of the lag design.
Lag-Compensation Design for a DC Motor
Performance Specifications:
ess
< 0.1 for a unit ramp input and Mp < 25% (PM > 45°)
( )( )
1G ss s 1
=+
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Frequency Response Analysis & Design K. Craig 225
( )
10s 1
D s 10100s 1
+
= +
PID Compensation
• For problems that need
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Frequency Response Analysis & Design K. Craig 226
For problems that need
phase-margin improvement
at ωgc
and low-frequency gain
improvement, it is effective to
use both derivative and
integral control.
• The PID Control Transfer
Function is given by:
( ) ( )D
I
K 1D s T s 1 s
s T
⎡ ⎤⎛ ⎞= + +⎢ ⎥⎜ ⎟⎝ ⎠⎣ ⎦
PID Compensation Design for Spacecraft Attitude Control
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Frequency Response Analysis & Design K. Craig 227
Step Response
Step-Disturbance
Response
Lead-Lag Compensation
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Frequency Response Analysis & Design K. Craig 228
• Lead-Lag Compensator:
• We often choose γ = β in designing a lead-lag
compensator, although this is not necessary.
1 2
c c
1 2
1 1s sT T
G (s) K ( > 1, > 1)1
s s
T T
⎛ ⎞⎛ ⎞+ +⎜ ⎟⎜ ⎟⎝ ⎠⎝ ⎠= γ β
⎛ ⎞⎛ ⎞γ+ +⎜ ⎟⎜ ⎟
β⎝ ⎠⎝ ⎠
Im Polar Plot of Lead-Lag Compensator
K c = 1 and γ = β
1
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Frequency Response Analysis & Design K. Craig 229
Re
0
ω = 0
ω = ∞
ω ω= 1
1
Lag Compensator
Lead Compensator
1
1 2
1
T Tω =
Bode Diagrams
-5
0
Lead-Lag Compensator
K c = 1, γ = β = 10, T2 = 10T1, T1 = 1
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Frequency (rad/sec)
P h
a s e ( d e g ) ; M a g n i t u d
e ( d B )
-15
-10
10-3
10-2
10-1
100
101
102
-50
0
50
1
1 2
1
T T
ω =
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• Example:
P f S ifi ti
K G(s)
s(s 1)(s 2)=
+ +
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Frequency Response Analysis & Design K. Craig 233
Performance Specifications:
GM > 10 dB PM > 50°unity-ramp-input steady-state error < 0.1
Compensator:
c
(s 0.7) (s 0.15)G (s) K 20
(s 7) (s 0.015)
+ += =
+ +
Comparison:
Lead, Lag, Lead-Lag Compensators
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• Lead compensation achieves the desired result
through the merits of its phase-lead contribution.
• Lag compensation accomplishes its result through
the merits of its attenuation property at high
frequencies.
• In some design problems both lag compensation and
lead compensation may satisfy the specifications.
• Lead Compensation:
– improves stability margins
– yields a higher gain crossover frequency whichmeans higher bandwidth which means a reduction
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means higher bandwidth which means a reduction
in settling time
– is more susceptible to high-frequency noisebecause of increase in high-frequency gain due to
the increase in bandwidth
– requires a larger gain than a lag network to offsetthe attenuation inherent in the lead network. This
means larger space, greater weight, and higher
cost.
• Lag Compensation:
– reduces the system gain at higher frequencies
without reducing the system gain at lowfrequencies
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Frequency Response Analysis & Design K. Craig 236
frequencies
– reduces the system bandwidth and so the system
has a slower response speed – has improved steady-state accuracy since the
total system gain and hence, low-frequency gain,
can be increased because of the reduced high-frequency gain
– is less susceptible to high-frequency noise since
the high-frequency gain is reduced
• Lead - Lag Compensators:
– can result in both fast response and good static
accuracy– can result in an increase in low-frequency gain
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Frequency Response Analysis & Design K. Craig 237
– can result in an increase in low-frequency gain
(which improves steady-state accuracy) while at
the same time the system bandwidth and stabilitymargins can be increased.
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Frequency-ResponseDesign Problems
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Problem # 1
( )( )( )
5G s
s s 1 0.2s 1=
+ +( )D s K 1= =
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Closed-Loop Bandwidth: 7.08 rad/sec
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Problem # 2 ( )( )( )
1G ss 0.2s 1 0.02s 1
=+ +( )D s K 1= =
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( )( )( )
100G ss 0.2s 1 0.02s 1
= + +( ) s 0.2D s 0.05s 0.01
+=+
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Problem # 3 ( )( )( )
1G s
s 0.2s 1 0.05s 1=
+ +( )D s K 100= =
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0.2 rad/s
200 rad/s
( )( )( )
1G s
s 0.2s 1 0.05s 1=
+ +( )s s1 12 4D s K 100s s
1 1
0.2 50
⎛ ⎞⎛ ⎞+ +⎜ ⎟⎜ ⎟= = ⎜ ⎟⎜ ⎟
⎜ ⎟⎜ ⎟+ +
⎝ ⎠⎝ ⎠
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More Frequency-Response Design Problems
( )
( )( )
50000G s
s s 1 s 50
=
+ +
Design a lead compensator so that the
PM ≥ 50º and ωBW ≥ 20 rad/s.
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( ) c c
1s
Ts 1 TD s K K (0 < < 1)1Ts 1
s T
++= α = α
α ++ α
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Frequency Response Analysis & Design K. Craig 267
mm
m
1 1 sin( )sin( )1 1 sin( )− α − φφ = ⇒ α =+ α + φ m 60 0.07φ = ° ⇒ α =
m
1
Tω =
αm
1 120rad/s 5.3 75.6T T
ω = ⇒ = =α
( ) s 5.3D s 1.85
s 75.6+=
+
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Closed-Loop Bode Plot
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BW
36rad/sω =
( ) 2
1G s
s 1=
−
The transfer function is similar to the transferfunction for an inverted pendulum.
Design a lead compensator to achieve a PM =
30º and ωc = 1 rad/s . Correlate your designwith a root-locus plot.
1
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( ) c c
1s
Ts 1TD s K K (0 < < 1)1Ts 1
sT
++= α = αα + +
α
mm
m
1 1 sin( )sin( )1 1 sin( )− α − φφ = ⇒ α =+ α + φ m 30 0.33φ = ° ⇒ α =
m1
Tω =
αm
1 11rad/s 0.57 1.74T T
ω = ⇒ = =α
( ) s 0.57D s 3.48
s 1.73+=+
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( )
( )( )
K G s
s 0.2s 1 0.005s 1=
+ +
Design a lead compensator sothat the steady-state error to a
unit-ramp reference input is <
0.01. For the dominant closed-loop poles, the damping ratio ζ
should be ≥ 0 4
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should be ≥ 0.4.
( ) ( ) rampv SSs 0v
1
K limsD s G s K e 0.01 K > 100K →= = = <
( ) Ts 1D s (0 < < 1)Ts 1
+= αα +
PMPM 40
100ζ ≈ ⇒ > °
( )
s1
s 1010D s 10s s 100
1100
+ += = ++
K = 121
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( ) ( )( )2 20.05 s 25G s
s s 0.1s 4+=
+ +
For the satellite attitude-control system, amplitude-stabilizethe system using lead compensation so that the GM is ≥ 2
(6 dB) and the PM ≥ 45º, keeping the bandwidth as high as
possible with a single lead compensator.
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( )
s 0.06
D s 0.958 s 6
+
= +
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K = 0.958
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( )10
G ss s
s 1 11.4 3
=⎛ ⎞⎛ ⎞
+ +⎜ ⎟⎜ ⎟⎝ ⎠⎝ ⎠
For the open-loop system, shown,design a lag compensator with
unity DC gain so that the PM ≥ 40º.
What is the bandwidth of theclosed-loop system?
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K = 1
K = 0.111
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The lag compensator needs to lower the gain by a factor of
about 10 at the crossover frequency of 0.89 rad/s.
( )s 1Ts 1 0.04D ssTs 1
1
0.004
++= =
α + +
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Closed-Loop Bode Plot
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