0 ratings0% found this document useful (0 votes) 82 views91 pagesUnit 2
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content,
claim it here.
Available Formats
Download as PDF or read online on Scribd
"y
fo UHUUgEY HioKuooee ne
3.2_Concept of Transfer Function :
In any system, first
the system parameters are
gned and their values
Selection of
system parameters
Selected
System parameters | —»—— Output
input
Fig. 3.1
Now performance of system can be expressed in terms of its output as,
desi;
are selected as per
requirement. The input is
selected next to see the
performance of the system
designed. This is shown
in the Fig. 3.1
Effect of system parameters on the selected input
Output =
Output = Input x Effect of system parameters,
Output
+. Effect of system parameters =
This effect of system parameters, role of system parameters in the performance o
cystems can be expressed as ratio of output (0 input. Mathematically such a functi
x the effect of system parameters on input to produce output is called
n. Due to the own characteristics of the system parameters, the inp!
applied to the system. This is the concept of transt*
given in the next section.
explaining
transfer func
nsferred into output, once
{inition of the transfer function is
gets tran
function. The exact de!
(36)
Scanned with CamScanner3 transfer Function
3.3.1 Definition
thematically it is defined 9s the ratio of Laplace transform of output (response)
system to Laplace Transform of input (excitation of driviny; function), under the
ption that all initial conditions are zero,
of th
assump
symbolically system can be represented as shown in Fig, 3.2(a), While the transfer
ction of system can be shown as in the Fig 3.2(b)
fu
Fig. 3.2(a) Fig. 3.2(b)
Cs
Transfer function of this system, te where C(s) is Laplace of c(t) and R¢s) is
RG
Laplace of r(t).
If T(s) is the transfer function of the system then,
Tye) = Laplace transform of output _ C(s)
Laplace transform of input R(s)
3.3, calculate its transfer function where Vi()) is output
stem.
—x1 For a system shown in
and V(b is input to the
Fig. 3.3
Sol. : We can write for this system, equations by applying KVL as,
vi) = Rid Ef ite at ()
1,
and V,(t) = c i(t) dt we 2)
We are interested in Ye where V,(s) is Laplace of Vo(t) and Vy(s) is Laplace of
ils)
y, os
lt) and initial conditions are to be neglected.
a $9 taking Laplace of above two equations and assuming initial conditions zero we
” write,
~ Scanned with CamScanneransfer Functioy
Control Engineering ___ 38 TF 1 & Imputsn ‘
atis)+ EH
Vis) = RIB SE
1
sc
Iis) = sCV¥o (6)
K(s)
Substituting in equation (3),
Vi0) = sCVols) ret]
sc.
sCR V,(s) Vols) = Vols) [1+ sCR]
Vi(s) =
Vo) 1
Vis) 1+8CR
We can represent above system as in Fig. 34
Fig. 3.4
Ex. 20 Find out the iven network,
. | Fig. 3.
Sol.: Applying KVL we get the equatione =
= ineidi,t
= Retry le.
ae’ os it
i O/p=E
ve °
Laplace transform of f raya
~ Neglecting initial condition
5
and Laplace transform of 4i(t) Fi
= skis
at (s) ~ Neglecting initial conditio®
Take Laplace transform,
Ey) = ae 1
|
Scanned with CamScannerControl! Engineering
39 Transfer Function & Impulse Response
= a 7 e
Ei) [Rese 4] °
sc
, il
Now Bo = Lfiae ®
E,() = 4b
of) = 10)
: Ks) = sC E,(s) @
Substituting value of I(s) in equation (2)
= 1 _
[rs sL+
1 1
[Rests]
sc
Fig. 3.6
3.3.2 Advantages and Features of Transfer Function :
i) It gives mathematical models of all system components and hence of the overall
system. Individual analysis of various components is also possible by the transfer
function approach
ii) As it uses a Laplace approach, it converts integro-differential time domain
equations to simple algebraic equations
iii) It suggests operational method of expressing integro-differential equations which
relate output to input.
iv) The transfer function is expressed only as a function of the complex variable ‘s’,
It is not a function of the real variable, time or any other variable that is used as
the independent variable.
v) It is the property and characteristics of the system itself. Its value is dependent
on the parameters of the system and independent of the values of inputs. In the
example 1, if the output ie, focus of interest is selected as voltage across
resistance R rather than the voltage across capacitor C, the transfer function will
be different. So transfer function is to be obtained for a pair of input and output
and then it remains constant for any selection of input as long as output variable
Scanned with CamScannerction & Impul
Control Engineering __40_ Transfer Functio mpulse Respons,
ame. It helps in calculating the output for any type of Input applied yy
stem,
vi) Once transfer function is known, output response for any type of reference jn.
can be calculated.
vii) It helps in determining the important information about the system ie
Poles:
zeros,
», characteristic equation etc..
Vili) It helps in the stability analysis of the system.
ix) The system differential _equation_can be obtained by replacing variable ‘y
d/dt.
3.3.3 Disadvantages :
i) Only applicable to linear time invariant systems. —"
ii) It does not provide any information concerning the physical structure of 4,
system.
iii) Effects arisis ig due to initial_conditions are totally neglected. Hence init
conditions loose their importance.
3.3.4 Procedure to Determine the Transfer Function of a Control
System :
‘The procedure used in Ex. 1 and Ex.2 can be generalised as below :
1) Write down the time domain equations for the system by introducing differet
variables in the system.
2) Take the Laplace transform of the system equations assuming. all. init
conditions to be zero.
3) Identify system input and output variables,
4) Eliminating introduced varial
output variables,
5) Take the ratio of Lapl
input variable
bles, get the resultant equation in terms of input an!
lace transform of output variable to Laplace transform 0
to get the transfer function of the system,
Ex. 3. Find out the T.F. of the given network
Scanned with CamScanner41. Transfer Function & Impulse Response
Controt Engineering 1
KVL we can write,
sol. : Apply
Bw = Lol, f i(t) dt + A(R 0)
dtc
while E,Q) = GR . 2)
where 1) = input and E(t) = output
Taking Laplace of equations (1) and (2), neglecting, the initial conditions
E\(s) = sts) + 4 4 RI (3)
Ej(s) sLl(s) + & + RI(s)
E(s) = Is)R - (4)
1
Ey) ty [s+ Le] from (3)
Substituting Kis) fe) from (4) in the above equation ¥
[FP 1+ =]
x |store scr
E\G
s(5) xe
Els) _ skC
E\(s) ss? LC+sRC+1
This is the required transfer function.
Note ; The network in Ex. 2 and Ex. 3 is same but as focus of interest i
changed, the transfer function is changed. For a fixed output, transfer function is
constant and independent of any type of input applied to the system.
3.4 Impulse Response and Transfer Function :
output is
The impulse function is defined as,
rt) = A fort=0
=0 fort# 0
A unit impulse function 6(t) can be
considered a narrow pulse (of any shape)
occuring at zero time such that area under
the pulse is unity and the time for which
the pulse occurs tends to zero. In the limit
t 0, the pulse reduces to a unit impulse
S(t), Consider a narrow rectangular pulse of 4A
width A and height \\ units, so that the
area under the pulse = 1, as shown in the + a ——_—_+| 1
Fig. 3.8(a).
Fig. 3.8 (a)
Scanned with CamScannerFunction & Impulse p,
Control Engineering 42__Transfer Ft "SPOn gy
Now if we
go on reducing width A and
maintain the a
as unity then the height ba
Will go on increasing. Ultimately when A >> 0,
\y > @ and the pulse is of infinite magnitude
may then be called an impulse of
Magnitude unity and it is denoted by 6(t). It is
ot possible to draw an impulse functi
Paper, hence it is represented by a_ vertical
arrow at t=0 as shown in the Fig. 3.8(b)
on on 0
Symbol of S(t)
Fig. 3.8 (b)
So mathematically unit impulse is defined as,
8(t) = 1, t=0
=0, t#0
If in the ebove example the area under the narrow pulse is maintained at K Units
while the period of pulse is reduced, it.
called to be an impulse of magnitude 4
and is denoted by KA(t), as shown in thy
Fig. 3.8 (0).
An important property of impulse
function is that if it is multiplied by any
0 c : y
Symbol of Ks function and integrated then the result is
yenbol ct S(t the value of the function at t = 0
Fig. 3.8 (c)
+0 t o
Thus J (5 at = J f(t) 8 (t) dt = J {QS (dt = {|= 9.
= o 0
This is called ‘sampling’ property of impulse.
transform of 8(t) as,
Hence if we define Laplace
Mem) = [sme ta by definition
0
= est
=e ; ho ~» by sampling Property.
=e.
Lis(y) =
Thus Laplace Trans!
Now
So response C(s) ca
T(s) is determined.
Scanned with CamScannerControl Engineering 43° Transfer Function & Impulse Response
Note : The equation [C(s) = Ris). T(s)| is applicable only in Laplace domain and
cannot be used in time domain, The equation [e(l) = rfl)» t)] is not at all valid in
time domain,
Now consider that input be unit impulse ie.
rt) = 6(t) = impulse input
Is) L(Y) = 1
Substituting in above,
Cis) = 1- Ts) = Th)
Now e) = LMC) = LT) = TH
Thus we can sa’
y that for impulse input, impulse response C(s) equals the transfer
function T(s). So impulse response is ¢(t) = T(t) as C(s) = T(s) hence we can conclude
that,
Laplace transform of impulse response of a linear time invariant system is its
+ function with all the initial conditions asssumed to be zero.
Ex. 4 The unit impulse response of a certain system is found to bee. Deterinine its
transfer function.
Sol. : Laplace of unit impulse response is the transfer function.
L{e#} = Ts)
1
Ts) =
© a
Ex. 5 The Laplace inverse of the transfer function in time domain of a certain system ise
while its input is 1(t) = 3. Determine its output c(t).
Sol. : Let T(s) be the transfer function
L1{T(s)] = TW) =e given
r(t) = 2
But c(t) # r(t) x T(t),
It is mentioned earlier that a = T(t) is not at all valid in time domain, so
r
c(t) % 20%,
Hence the equation valid according to the definition of transfer function is,
Cs)
TS) =
a 1
so T(s) = LT()} = L{e s "os
Rw) = 2
Scanned with CamScannerCs) =
C{s)
Taking Laplace inverse of this equation,
ct) = 04-040"
This is the required output expression.
3.5 Some Important Terminologies Related to T.F. :
As transfer function is a ratio of Laplace of output to input it can be expressed as.
@ ratio of polynomials in ‘s’, us
Pos) |
QW)!
This can be further expressed as,
. TR =
ags™ +ays™ 1 bays™-2 4. +a
bos" + bys"=1 4 bash? tootby
The numerator and denomina\
lor can be factorised to get the factorised form of the
transfer finction as,
TR, = KS 59)(5~ 5p) vel Sym)
(51) (653)... (6 Sn)
where K is called system gain factor. Now if in
are substituted as s,, 5.
infinity.
a the transfer function, values of 's!
2/83 -~Sq in the denominator then value of TR. will become
3.5.1 Poles of a Transfer Function :
Definition : The values of ’s’, which m,
ake the TE. infinite af
denominator of a T.R. are calle weak
= er si itution in the
cd Poles! of that" - er substitution in
So values of $1 52,53
Sn are called poles of the TR.
These poles are nothing but the
Toots of the
denominator of a T.F. to zero,
equation obtained by equating
For example, let the transfer function of a system be,
Tis) = 20842)
s(s44)
The equation obtained by equating denominator
to is
s(s +4) = 0 2270 is,
Scanned with CamScannerControl Engineeri
ee Sinecring 45 Transfer Function & Impulse Response
s
0 and sey
I these valtes are used inv the des
infinity. Hence poles of th
Nominator, the value of transfer function becomes:
Ms transfer function are s
If the poles are tike s =
they are called simple pote
called repeated pote,
conjugate poles.
= Oand - 4
0, 4,
#5, sm ie real and without repeated values,
A pole having same value or more than that
* pair of poles with complex conjugate values is called complex
e.g. For Ts) = +2)
The poles are the roots of the e
uation (s+ 4)? (s? +254 2)(s+1) = 0.
. Poles are & sj
so T(s) has simple pole at s
Repeated pole at S = ~4, (two poles)
Complex conjugate poles at s = -1 + jl
Poles are indicated by °X’ (cross) in s-plane.
3.5.2 Characteristic Equation of a Transfer Function :
Definition : The equation obtained by equating denominator of a TF. to zero,
whose roots are the poles of that T.F. is called characteristic equation of that system.
F(s) = bos" + bys" + b98"-2 4. + by = 0
is called the characteristic equation.
3.5.3 Zeros of a Transfer Function :
Similarly now if the values of ‘s’ are substituted as sy ,5
numerator of a T.F., its value becomes zero. ~
Definition : The values of ’s’ which make the TF. zero after substituting, in the
numerator are called ‘zeros’ of that T.F.
vet Sm in the
Such zeros are the roots of the equation obtained by equating numerator of a TF.
to zero. Such zeros are indicated by ‘0’ (zero) in s-plane.
Poles and zeros may be real or complex-conjugates or combination of both types.
Poles and zeros may be located at the origin in s-plane.
Similar to the poles, the zeros also are called simple zeros, repeated zeros and
complex conjugate zeros depending upon their nature.
2(s +1)? (s +2) (s? +25
s? (s+ 4) (s? + 654.25)
g. Tis)
This transfer function has zeros which are roots of the equation,
As+1)? (5+ 2)(s? +28+2) = 0
Scanned with CamScannerControl Engineering 46 Transfer Function & Impulse
Responey
Simple zero at
Repeated zero at
Comple
=1 (twice)
X conjugate zeros ats = -1 + jl.
The zeros are indicated by small circle ‘0’ in the s-plane
3.5.4 Pole-Zero Plot :
eros of a TF. in splane
Definition : Plot obtained by locating all poles and zeros of a TF. in soplane s
called pole-zero plot of a system
3.5.5 Order of a Transfer Function :
Definition : The highest power of ‘s’ present in the characteristic equation ie in
er function of a system is call
the denominator polynomial of a closed loop transfer function alle
‘Order’ of a tem.
For example, consider Example 1 discussed
earlier. The system TF, is —!
1+sKC
Fe. 1 + SRC = 0 is its characteristic equation
and system is first order system
Then s =~ 1/RC is a pole of that sy
and T.F. has no zeros.
Imaginary
tem
The corresponding pole-zero plot can be
shown as in Fig, 3.9.
Similarly for Example 2, the TF. calculated is,
1
hE =
S*LC+sRC+1
The characteristic equation is,
Imaginary
. TF. has no zeros,
Pole2 Pole 1 Now if
Selected are
real,
c
alues of R, Land
such that both poles
unequal and negative
SeFesponding pole-zero plot can
*OWN as in Fig. 3. 10
Scanned with CamScannerControl Engineering 47 Transfer Function & Impulse Response
For a system having TLE, as,
Cis) (s+ 2)
Re) os Parse 2][s? 97
The characteristic equation is,
2s+2)(s? 475412) = 0
ie. System is Sth order and there are 5 poles. Poles are 0, 144, -3, A while ere
is located at ‘2’
The corresponding pole-zero plot can be drawn as shown in Fig. 3.11. |
| Fig. 3.11
After getting familiar with introductory ‘remarks about control system, now it is
necessary to see how overall systems are represented and the methods to represent the
given system, based on the transfer function approach.
Scanned with CamScannerEx.6 The transfer function of a system is given by,
K(s+6)
Ts) = ——_8* 9)
$(5+2)(s+5)(s? +7412)
Determine i) Poles ti) Zeros ii) Characteristic equation and de
”) Pole-zero plot
Sol. :
i) Poles are the roots of the equation obt
aine
roots of,
by equating denominator to zero ie.
Scanned with CamScannerControl Engineering
_ 49 Transfer Function & Impulse Response
s(s+2(S+5)(8? #75412) = 0
ie. s(s + 2) (s + 5) (s +3) (8 + 4) =0
So there are 5 poles located at s = 0, — 2
nd —4
ii) Zeros are the roots of the equation obtained by equating numerator to zero ie
roots of K (s + 6) = 0 °
ies =-6
There is only one zero
iii), Characteristic equation is one.
whose roots are the poles of the
transfer function.
ie So + 14s? +7159 +1545? +1208=0
iv) Pole-zero plot
This is shown in the Fig, 3.14
Fig. 3.14
"(1 -cos 2t)
Ex.7 The unit impulse response of a system is given by T(t) =
Determine its transfer function
Sol. : Laplace transform of the impulse response is the transfer function.
T(s)
L (T(t)
= Lle™' (cos 2t)) = L le} = L fe * cos 2}
Se)
(s+1)
4
(s+ 1)(s? +2545)
Scanned with CamScannerEx. 10. The dynamic behaviour of the system is described by the equation
AC 4 10C = 40 e where e is the input and C is the output. Determine the
fer function of the system.
I. : Take Laplace of the given differential equation and assume all initial Conditions
zero,
SC(s)+10C() = 40 E(s)
(s +10) C(s) = 40 Ef)
cs) _ _40
Es) ~ s#10
Ex. 11 Find the transfer function a of a system having differential equation
5
siven below,
2d cH), ac)
“ae dt
Sel. : Taking Laplace transform of the given equation and assuming all init
conditions zero we get,
25°C(s) + 25C(s)+ClS) = Ris)+2e7* RG)
Laplace transform of delayed function is,
Lif(t-T)) = eS? Fey
Lir(t-1} = eR)
Combining terms of C(s) and Ris) we get,
(2s? +2s+1)C(s) = Ris) (14207 5)
Ss) 1+#2e7s
RO” Peay
+ C(t) = r(t) + 2r (t - 1)
(Refer Table 2.1)
Scanned with CamScannerControl Engineerin
contro! ‘9 57 Transfer Function & Impulse Response
Ex..14° Determine the transfer
Ey, re the transfer function if the dc, gain is equal to 10 for the system whose
pole-zero plot is shown below
Imaginary
Fig. 3.27
Sol. : Fi
ol en the transfer function has 3 poles at s = 0, s
and j. And it has one zero at s =
Ts) = ——KO+3)
(s+1)(s+2+)j)(s+2-j)
- K(s+3)
(+ [is+2* ~(
K(s+3)
(+1)[s° +4s
]
0 which is given as 10.
Now d.c. gain is value of, T(s) at
dic. gain =
at
1 = S83
1x5
16.667
16.667 (s+ 3)
(5 +1) (5? #48 +5)
Ts
This is the required transfer function.
Ex. 15 For a certain system c(t) is the output andr) is the input. It is repres
| d? elt det) id rt
differential equation #58 + MO 4 8 et = i ern)
Determine its transfer function.
inding Laplace of the given equation, neglecting the initial conditions,
$?C(s) + S8C(s) + 8C(s) = 2sR(s) + Ris)
Sol.
Scanned with CamScannerFunction & Impulse Re.
Control Engineering 58 Transfer S
C(s) [s? + 5s + 8] = R(s) 25 + U
Cs) _ 2841
R(s) 5? +58+8
This is the required transfer function.
Ex. 16 If the system transfer function is
Y(s) s+4
X(s)'57 +2545
Obtain the differential equation representing the system.
4
Sol. : MG). 2 _st4
X(s)_ 5? 42845
"
(s? +2s+5) Y(s)
<. s? Y(s) + 2s Y(s) +5Y(s)
(s + 4) X(s)
5X(s) + 4X(s)
Replacing variable s by <4 and Y(s) by y(t) and X(s) by x(t) we get,
2
Ss y(t)+ 2s y(t) +5y(t) = xy +4x(t)
wy dy a5 =
= — +4x
dt? dt dt
This is the required differential equation.
a
Scanned with CamScanner7.2 Definition and Classification of Time Response :
Ti
time. So it can be defined as below.
ne response of a control system means, how output behaves with respect to
Definition : Time Response : The response given by the system which is function
of the time, to the applied excitation is called Time Response of a control system.
In any practical system, output of the system takes some finite time to reach to
its final value. This time varies from system to system and is dependent on different
factors. Similarly final value achieved by the output also depends on the different
factors like friction, mass or inertia of moving elements, some nonlinearities present
ete.
For example consider a simple ammeter as a system. It is connected in a system
sO as to measure current of magnitude 5A. Ammeter Pointer hence must deflect to
show us 5A reading on it. So 5A is its ideal value that it must show. Now pointer will
eo.
Scanned with CamScannercontrol Engineering
__Time Response Analysis
take some finite time to stabilise
depends on Various factors like
Securate SA oF not
to indicate son
reading, and aft
friction, pointer in
abilising, alse, it
tia ete. whether it will show us
Based on this example, we can eh
first is the part of ontpat during the
second is the final value att
sify the total output
time, it takes to reach to its final value. And
ained by output which will be near te asires
gystem is stable and accurate. P il ‘ar to its desired
1 d by consideri
“ d by considering, another practical example, Suppose
we want to travel from city A to city B. So our final desired position is city B. But it
will take some finite time to reach to city B. Now this time depends on whether we
travel by a bus or a train or a plane, Similarly whether we will reach to city Bor not
depends on number of factors like vehicle condition, road condition, weather condition
ete, So in short we can classify the output as,
nse into two parts,
hue if
can be further explaine
i) Where to reach ?
ii) How to reach ?
Successfulness and accuracy of system depends on the final value reached by the
system output which should be very close to what is desired from that system. While
reaching to its final value, in the mean time, output should increase smoothly.
Thus final state achieved by the output is called steady state while output
variations within the time it takes to acl
response of the system.
ieve the steady state is called transient
Definition : Transient Response
The output variation during the time, it takes to achieve its final value is called
as Transient Response. The time required to achieve the final value is called transient
period. :
This can also be defined as that part of the time response which decays to zero
after some time as system output reaches to its final value.
‘The transient response may be exponential or oscillatory in nature. Symbolically
it is denoted as C, (1).
To get the desired output, system must pass satisfactorily through transient
period. Transient response must vanish after some time to get the final value closer to
the desired value, Such systems in which trar
are called Stable Systems.
ent response dies out after some time
Mathematically for stable operating systems,
Lim Gy eo
tow
From transient response we can get following: information about the system,
i) When the system has started showing its response to the applied excitation 2
Scanned with CamScannerControl Engineering 242 Time Re!
ii) What is the rate of rise of output. From this, parameters of system can be
designed which can withstand such rate of tis
tem is fast behaving or not
ponse Analysis
. [also gives indication whether
iii) Whether output is increasing exponentially or it is oscillating.
iv) If output is oscillating, whether it is over shootting its final value,
v) When it is settling down to its final value ?
All this information matters much at the time of designing the systems.
Definition : Steady State Response
It is that part of the time response which remains after complete transient
response vanishes from the system output
This also can be defined as response of the system as time approaches infinity
from the time at which transient response completely dies out. The steady state
response is generally the final value achieved by the system output. Its significance
that it tells us how far away the actual output is from its desired value, This response
indicates the accuracy of the system. The symbol for steady state output is Cys (0
From steady state response we can get following information about the system :
i) How much away the system output is from ils desired value which indicates
error.
ii) Whether this error is constant or vary’
about
response.
g with time. So the entire information
stem performance can be obtained from transient and steady state
Hence total time response C(t) we can write as,
Ut) = Cys (H+ Cet)
The difference between the desired output and the actual output of the system is
called steady state error which is denoted ase... This error indicates the accuracy and
plays an important role in designing the system.
‘The above definitions can be shown in the waveform as in Fig. 7-1 (a), (b) where
input applied to the system is step type of input.
ett) a(t)
Steady "Pr?
Transient state of Transient
time system
Fig. 7.1 (a) C; (t) is exponential Fig. 7.1 (b) G (t) Is 08
Scanned with CamScannerControl Engineering
——___243
7.3 Standard Test Inputs ;
In practice, man:
sed as referenc,
als are ay ailable
be inputs for the
ramp, sawtooth type, square wave,
highly impossible to consider
Hence from the analysis point of view
as reference inputs are defined as St dard Test
mn be done on the basis of the responce pig
inputs. Once system behaves satisl
input is assumed to be upto the
whi
Uiangular ete,
each one of it
mark,
These standard test signals are,
i) Step Input (Position function) :
Weis the sudden application of the input at a spec
Mathematically it can be
Ri) = A
0
If A = 1, then it is called unit step
ion and denoted by u(t).
described as,
for t20
for t<0
fun
Laplace transform of such input is“,
$
ii) Ramp Input (Velocity function) :
It is constant rate of change in input ic.
gradual application of input as shown in the
Fig. 7,
Magnitude of Ramp input is nothing but
its slope. Mathematically it is defined as,
Rit) = At for t>0
= 0 fort <0
If A = 1, itis called Unit Ramp input. Its |
iii) Parabolic Input (Acceleration
Function) :
This is the input which is one degree
Various control systems. These sig,
those signals which are
__Time Response Analysis
ich are the functions of time and can
are step,
analysing the systems it is,
's an input and study the response
most commonly used
aluation of the system
But while
Inputs. The ev:
given by the system to the. standard test
actorily to a te:
st input, its time response to actual
ified time as shown in the Fig, 7.2.
i)
Al
Fig. 7.2
Fig. 7.3
A
Laplace transform is
s?
+— Slope =At
: vn in
faster than a ramp type of input as shown
the Fj
1
Fig. 7.4
Scanned with CamScanner__Time Response An
Control Engineering
Mathematically this function is described as,
Ry = Av, for t 20
2
=0, for t<0
where A is called tude of the parabolic input.
Function is expressed as 4 t so that in Laplace transforms of different standard
inputs similarity will get maintained. If A = 1, ie. R(t) = z itis called unit parabolic
A
input. Its Laplace transform is
ie) Impulse Input :
It is the input applied instantaneously (for
short duration of time) of very high amplitude as
shown in Fig. 7.5
It is the pulse whose magnitude is infinite
while its width tends to zero ie. t > 0, applied
momentarily .
Area of the impulse is nothing but i
magnitude. If its area is unity it is called Unit
Impulse Input.
Mathematically it can be expressed as,
Ri) = A, for t=0
=0 for t#0
Its Laplace transform is always 1 if A = 1. ie. for unit impulse response. (Refer
Chapter-2). The unit impulse is denoted as (1).
- RO _|
Unit ramp
Unit parabolic
Unit impulse
Table 7.1
Scanned with CamScannerControl Engineering 245 Time Response Anal
7.4 Steady State Analysis :
As discussed earlier steady state is that part of the output which remains after
transients compleiely vanish from the output.
Mainly the steady state response has following two specifications,
i) How much time system takes to reach its steady state which is called settling
time which is discussed later in connection with transient response. It is related
to transient response also because same time will be required by the transients to
die out completely from the
fem output
ii) How far away actual output is reached from its desired value which is called
steady state error (e,.).
Out of the two specifications, the steady state error is the most important
specification which is related only to the steady state. So let us see on which
factor it depends, how to calculate it and how to reduce it.
the difference between the actual output and the
Definition :
desired output
Steady State Error : It
Now reference input tells us the level of desired output and actual output is fed
back through feedback element to compare it with the reference input. Hence to be
precise it can be defined as the difference between reference input and the feedback
signal (actual output).
Mathematically it is defined in Laplace domain as,
L [ e(t) E(s) = R(s)-C(s)-H(s), for non unity feedback systems
and L { e(t) | = E(s) = R(s) ~ C(s), for unity feedback systems.
7.5 Derivation of Steady State Error :
nple closed loop system using negative feedback as shown in Fig. 7.6
B(s) = Feedback signal
Consider a
F(s) = Error signal, and
where
Fig. 7.6
Now, E(s) = ~ Bis)
But Bis) = C(s)- H(s)
E(s) = R(s) - C(s) H(s)
4
Scanned with CamScannerTime Response Analysis.
Control Engineering __246
and ls) = ES) Gos)
Es) = R(s) = E@) Gls) Hts)
E(s) + Els) G(s) H(s) = R(s)
£(6) = —8___ for nonunity feedback
1+ G(s) HS)
Ee) = SO for unity feedback
1+ G(s)
This E(s) is the error in Laplace domain and is expression in *s'. We want to
calculate the error value. In time domain corresponding error will be e(t). Now steady
state of the system is that state which remains as t >
7 Lim
Steady state error, es = 5 e(t)
>n
Now we can relate this in Laplace domain by using final value theorem which
states that,
Lim Fe Lim
s vhere.F(s) = L { F
oe a where F(s) (F(t) |
Li
oy = E™ 5%) where E(S) is L [ e(t) |.
Therefore, = e(t) =
too s>0
Substituting E(s) from the expression derived, we can write
Lim sR(s)
s>0 1+G() His)
For negative feedback systems use positive sign in denominator while use
negative sign in denominator if system uses positive feedback.
ess
From the above expression it can be concluded that steady state error depends on,
i) R(s) ie. reference input, its type and magnitude.
ii) G(s) H(s) ie. open loop transfer function,
iii) Dominant nonlinearities present if any.
Now we will study the effect of change in input and product G(s) H(s) on the
value of steady state error. As transfer function approach is applicable to only linear
systems the effect of nonlinearities is not discussed.
7.6 Effect of Input (Type and Magnitude) on Steady State Error :
(Static Error Coefficient Method) :
Consider a system having open loop T.F. G(s) H(s) and excited by,
a) Reference input is step of magnitude A :
Rw) = A
s
Scanned with CamScannerControl Engineering ar ____Time Response Analysis,
Lim sR)
so0 14 G(s) Hos)
Lim sAus
* s01G
Lim A
530 14+G(s) HG)
oo = A
. Wo ae
Vee yoo) H{(s)
Fig. 7.7
Lim
For a system selected," G(s) H(s) is constant and called Positional Error
so 7
Coefficient of the system denoted as Ky,
Lim
Ky = 1) 69) HIG) = positional error coefficient and
corresponding error is,
A
Css =
1+K,
So whenever step input is selected as a reference input, positional error
coefficient Kj, will control the error in the system alongwith the magnitude of the
uit applied.
b) Reference input is ramp of magnitude “A‘ :
Ris)
Lim __ sR(s)
5301+G(5) Hs)
Css
Lim
0 S[l+ GG) I
Fig. 7.8
Lim
s—0 s#sG(s) H(s)
A
Tim :
866) HE)
Css
so
Scanned with CamScannerControl Engineering
__Time Response Analysis,
So whene
coefficient K
applied. So sta
er parabolic input is selected
as a reference input, acceleration error
will control the error in the
nitude of input
error coefficients are given in Tabl
Static Error Coetficionts
ny 8) HIS)
ae
|
|
Ky of 8 G(s) H(s)
Mee oo? Ges) He)
Table 7.2
7.7 Effect of Change in G(s) H(s) on Steady State Error
(TYPE of a System) :
This can be studied by focusing on to the dominant elements of G(s) H(s) from
error point of view. Such elements are constant of system °K’ and poles of G(s) H(s) at
origin if G(s) H(s) is expressed in a particular form called time constant form. This is
as shown below,
_ _Kd+T d+
Gs) H(s) at E28he
sl (14 Ty §)(14Tps)....
where K = Resultant system gain and j = TYPE of the s\
“TYPE! of the system means number of poles at origin of open loop TF.
G(s) HG) of the system
So
stem
= 0, TYPE zero system
J
j = 1, TYPE one system
j = 2, TYPE two system
j =n, TYPE‘n’ system
So ‘TYPE’ is the property of open loop TF, G(s)H(s) while ‘Order’ is the property
(
of closed loop T.F. This is because, as defined earlier, order is the highest
5)
14 G(s) His)
power of s present in the denominator polynomial of closed loop T.F. of the system.
7.8 Analysis of TYPE 0, 1 and 2 Systems :
Note : A popular method to assess steady state performance of servomechanisms
or unity feedback systems is to find their error co-efficients Kp, Ky and Ky.
Scanned with CamScanner— - +
A Kontrol Engineering as Time Response Analysis.
where, K
p = Position error constant,
x
i = Velocity error constant and ©
K, = Acceleration error constant.
Obviously in order to find these error constants the system must be stable,
t
because for an unstable system there is no steady state and K,, Ky and K, are
undefined
Hence before we proceed to find Ky, Ky and Ky we must ensure (either by pole
location or by Routh table of the closed loop system) that it is stable
Thus the concept of Ky, Ky and K, is applicable only if,
| ') System is unity feedback ie. only if His) = 1
ii) Only if the
ystem is stable,
Consider the input selected as step of magnitude “A
| 1) Let us assume say system is of TYPE ‘0’,
ie. Gis) Hig) = KOFTIA + Ths).
| (1+T, s)(1+T, s)
Li
For step input Ky = my GES) His) = K
ess
ie. TYPE °0' systems follow the step type of input with finite error ; A which
+
can be reduced by change in A’ or °K’ or both as per requirement,
Now °K’ can be increased by introducing a variable gain amplifier in the forward
Path and error can be reduced. But there is limitation on the increase in value of °K’
form stability point of view that will be discussed afterwards. But increase in *K' is
one way to reduce the error. Corresponding response will be as shown in Fig. 7.10
. (a) or (b).
Fig. 7.10 (a) Fig. 7.10 (b)
Scanned with CamScannerControl Engineerin: 251 e Response Analysis,
sontrol Engineering | Response Analy:
ii) If for the same input now TYP
in Gis) His).
increased to ‘one’ by adding, pole at origin
TYPE 1: ie. Gis) Hig) = KOL+ Ts + Tas).
As input is step
iii) Similarly if now TY!
TYPE
is further increased to “two! ie.
KG + Ts +T
(1+ T,s)(1+ Tyo)
Gs) Hos) =
Lin
Asinputsstep, Ky = EP Gay Hig)=
In general for any TYPE of system more than zero, Ky, will be infinite (r) and
error will be zero, Though mathematically answer for errar is zero, practically small
error will be present but it will be ne ly small. Such type of responses may take
‘one of the forms shown in Fig, 7.11 (a) and (b).
tt) ay
A
eno
a Time a Tine
| Fig. 7.11 (a) Fig. 7.11 (by
Thus TYPE 1 and above systems follow a step type of refer
nce input of any
magnitude, successfully, with negligibly small error.
Let us now char
will control the error
the selected input from step to ramp of magnitude °A’ so Ky
Scanned with CamScannerThis is true for any system of TYPE more than one . Hence all systems of TYPE
2 and more than two follow ramp type of input with negligibl
take the form as shown in Fig, 7.14 (a) and (b). \
small error and may
CO} ow)
Fig. 7.14 (a) Fig. 7.14 (b)
Let us now change the selected input from ramp to parabolic input of magnitude
A hence coefficient K, will control the error,
vii) Consider TYPE 0 system :
Gs) He) = Kot
(+
Lim >
K, = 50 s~ G(s) H(s) = 0
Ts) Ue
s) (+ Ty 9) -
viii) Consider TYPE 1 system :
K(1+Ty s) (14 Ty 8) vee
GS) HG) = GTT dey)
Li !
kK, = goo 8 OU) His) = 0 : ara
For both TYPE *0’ and “I’ systems, error will be very large and uncontrollable if
parabolic input is used. Hence parabolic input should not be used as a reference to
excite TYPE ‘0’ and TYPE *1’ systems. The output may take the form as shown in
Fig. 7.15 (a) and (b) if excited by such input.
Fig. 7.15 (a) Fig. 7.15 (b)
Scanned with CamScannerAnalysis.
Control Engineering 254 Time Response Analysis.
ix) If TYPE 2 system is used
K+Ts) (+7;
Gis) His) = =
s*(+T, s) G+T) 8)
A
im 5 - = A finite
Then x, - | ") 82 Gls) His) = K % Amie
error A/K which
nce TYPE 2 syste: aw Parabolic input with finite
Hence TYPE 2 systems will follow Parabolic inpu Cee shown in
can be controlled by change in A or K or both and output may take
Fig.7.16 (a) and (b).
)
Fig. 7.16 (a) Fig. 7.16 (b)
And for any system of TYPE
ibly_ small.
3 or more if parabolic input is used error will be
Type of Error Coefficients Errore, for
System
" Ky Ky K,_| Step input__| Ramp input | Parabolic input
0 kK 0 0 » a
1 » kK 0 ° A »
«
2 & 2 kK 0 0 A
K
Table 7.3
7.9 Disadvantages of Static Error Coefficient Method :
The disadvantages of Static Error Coefficient Method are
1) Method cannot give the error if inputs are other than the three standard test
inputs.
2) Most of the times, method gives mathematical answer of the error as *0’ or
‘infinite’ and hence does not provide precise value of the error.
3) Method does not provide variation of error with respect to time,
f ‘4 which will be
otherwise very useful from design point of view. will be
Scanned with CamScannerGontrol Engineering —255__________ Time Response Analysis.
} 1) Brror constants ane defined for the loap transfer function Gls) Ht
plicable to only the system contig
Re) ®)“ 5]
rT |
Fig. 7.17
striely, hence
the method is ap mu
ration shown below
5) As final value theorem is u error so before applying
His necessary to check if sE(s) has any poles on the jo axis or in the right half of
the s-plane. This means before applying this method, the system’ must be
checked for its stability. The method can not be applied to unstable systems.
ed to calculate steady stat
6) When the system configutation is different than as shown above then it is
Recessary to establish the expression for the error signal and apply the final
¢ theorem directly, without the use of error coefficients.
The method
plicable only to stable systems,
Bee:
muse of these disadvantages Dynamic error coeffici
method) is dev ‘eloped which eliminates above said disadyant:
nt method (Error series
7.10 Generalised Error Coefficient Method :
(or Dynamic Error Coefficients)
As explained earlier,
E(s) =
1+ Gs) H{s)
Let us assume that this is the product of two polynomials of ©
E(s) = Fy(s)- Fy(s)
1
Where F,(s) = TrGe He ,
Fy(s) = Ris)
Now If Fis) = Fl): F
s) then using convolution integral,
‘
LRG) = FQ) = [FD Fa(t-9) dr
0
‘ t
Similarly e() = fFG) Fy (2) de = JF) RQHa) ds
0 a
R (t ~ 2) can be expanded by using Taylor series form as,
Scanned with CamScannerime Response Analysis.
Control Engineering 5G
2 De
Rt = RO - RW +L RW a ROW be
3
. ‘ r 2 oe “(4 de
Substituting et) = fF, (9) [ro-« ROH OF Rr
! x 2
0
1 '
= PROF) de =f RW) Fy) de +
3
Lim
Now e
tn
1 !
= 2 pw F()de =f RQ) FC) det pone
Lo 0
= RW PFs) de- RW fey) de ROL SRO dea
0 a 0
Where Ky = fF (2) ds Ky = fr? FG) dr...
0 7
Substituting these values we have,
ess = Ky ROK, RO+
Ko Re) +
Where Ko , Ky, Ky «
To calculate these coefficients use the following method;
According to definition of Laplace Transform,
are called dynamic error coefficients.
F(s) = Tre ee dr
0
Now K
~ fre dr
0
Multiplying by e ~** to both sides,
iplying by
Kye *° = f() dre
0
Taking limit as s > 0 of both sides,
Lim Ky e787 = Lim F,(s)
3-90 s-¥0
Ky = Lim Fis) Where F,(s) 1
Ste G(s) HG)
Scanned with CamScannerControl Engineering 2s? Time Response Analy
Taking derivative of Ky eo" wort
=1Ky es = Gils)
ds
Substituting Ky = frye
0
-+ [Fi dre = aks)
4 ds
ie Kye Fis)
ds
Taking limit a
50 of both sides,
Lim 4 Fu)
~ sin ds ~
(s)
, dm
Lin —
soo ds
In general, XK,
error coefficient method.
This method eliminates the disadvantages of stat
i Transient Response Analy:
Transient response is the part of the total output which can not be separated out
and hence to analyse it, it is necessary to calculate total output C(t) for the applied
input. This contains steady state value alongwith transient response. From the
expression of C(t) only transient response C,(t) can be analysed.
7.11.1 Method to determine total output C(t) :
i) Determine the closed loap transfer function of the system a
s
Co) __ GIs)
R(s) 1+ G(s) H(s
Find the expression for K(s) from the information of reference input R(@®) to be
ii)
applied to the system.
ili) Substitute R(s) in the closed loop T.F. to obtain expre:
Take Laplace inverse of C(s) by using partial fraction method to obtain total
C(t) of the system to the applied input R(\).
As CH = CoD + CO
The transient output can be studied from the above expression. ‘Transient
response may be exponential or oscillatory in nature.
ion for C(s)
iv)
Scanned with CamScannerResponse Analysis.
Control Engineering
nt response depen
In general traw:
it is independent of the
i) Poles of the closed loop TF. . 4
re the magnitude of the selected
i) Location of the poles of the closed loop TE 1
magnitude of the input applied. Any change i INE Meet tom
input will not have any effect on the transient respons :
7.12.1 Closed loop poles of first order system =
n by,
The closed loop transfer function of a system is give!
Ce) _
RS :
The equation which gives poles of system is called characteristic equation which
is,
1 + G(s) His) = 0
For first order system this equation is also first order in general of the form.
1+Ts = 0 -
+ Closed loop poles are the roots of characteristic equation. So for first order
system there is only one closed loop pole ie.
=—2
7
The pole-zero plot is as shown in the
The value of closed loop pole appears
output.
Imaginary
eg. in the system considered above
as_an exponential index in the transient
the closed loop pole is s = z and in
output Ci) = 1 - e RC that is the
. 1 - .
exponential index is ~ =F which is nothing
Ri
but the closed loop pole.
Fig. 7.20
Consider two systems, one with closed loop pole at 5) = -2 while other having
~ 4. In the output of two systems we will get the terms e*
closed loop pole at
in first system and e-* in second system. Now as t > x, e* will vanish earlier than
* Hence second system transients will vanish quickly and Will stabilise to its final
7
rst system,
value earlier than the
From this we can conclude that locations of closed loop poles affects the
transient behaviour. As closed loop pole moves in the left half away fon the
imaginary axis in the s-plane, ‘ransients die out more quickly making system more
stable.
Scanned with CamScannerControl Engineoring _261 Time Response Analysis
7.13 Analysis of Second Order System :
Every practical system takes finite time to reach to ils steady state and during
this period, it oscillat
decided by type of clo
or increases exponentially. The behaviour of system gets
sed loop poles and locations of closed loop poles in s-plane. T
closed loop poles are dependent on selection of the parameters of the system. Every
system has tendency to oppose the oscillatory behaviour of the system which is called
damping.) Now this tendency controls the type of closed loop poles and hence the
nature of the response.
This damping is measmed by a factor or a ratio called damping ratio of the
system. This factor explains us, how much dominant the apposition is to the
oscillations in the output, In
oscillate but slowly
ome systems it will be low in which case system will
: h damped frequency, In some systems it may be so high
that system output will not oscillate at all and not only that it will be exponential, $0
slow that it will take very long time to reach the steady state. This damping tatio
explaining such behaviour is denoted by a greek symbol (Zeta) & Now as this
measures the opposition by the system to the oscillatory behaviour, if it is made zero
tem will oscillate with maximum frequency. As there is no opposition from
em, system naturally and freely oscillates under such condition. Hence. this
frequency of oscillations under & = 0 condition is called Natural frequency of
oscillations of the system and denoted by the symbol o, rad / see
For a second order system the denominator of closed loopT.F.
s quadratic and
the coefficients of this equation are directly related to & and wp as shown
The C.L-TF. (Closed loop transfer function) for a standard second order system
takes the form as,
cls) _ on
S+Oq
Where characteristic equation is, s*+2&0, s+o2 = 0
The standard second order system is that where in C.L.T.F. numerator is or.
In practice it is not necessary thal numerator_must be always w2. It may be other
constant or polynomial of ‘s' but denominator middle term coefficient and last term
coefficient always reflect ‘26 wq! and “w?' of the system.
Hence always denominator of TE, must be compared with the standard form
7 42a, S+OR = 0 to decide the values of € and op of the system. The numerator
should not be used to compare to obtain the values of £ and op
~ Scanned with CamScannerResponse Analysis.
Control Engineering
eg.
RG) 1 G@) HE) 10
Mord
rm is not 2 but denominator
This C.L.T.F. is not standard as numerator te i
gz the denominator
always reflects € and a). The values can_be decided by comparin}
y xy ce
with the standard characteristic equation 5? +25, $+ On
on = 12 ie. @, = VI2 rad / sec
While Bio, = 3 Lb
7.14 Effect of £ on Second Order System Performance :
Consider input applied to the standard second order system is unit step.
Ris) = 1/s
‘ 2
While C&L =
RG) 52420, stod
2
Cs) = On
s(s7 +2%o, s+)
Finding the roots of the equation s? +2E wy s+02
= 2 wy £46? w2 — don3
je, REVS Bn Tn
2
ie. 51,2 = ~b0,£ oy Ye? -1
We can write,
Cls) =
SM, +
1 FF]
Now nature of these rools is dependent on damping ratio &, Consider following
i 2 ler followin;
cases,
Scanned with CamScannerControl Engineering 263 Time Response Analysis.
i) 1<8 <«, the roots are,
S12 = - 80, to,
ie. real, unequal and negative, say ~K, and-K>
Cs) = —
8(s+Kj) (6+ K3)
Taking Laplace inverse,
C(t) will take the following form,
Cit) = Cy + Be Kt Cen KR,
Where Cy = Steady
The output is purely exponential, This means damping is so high that there are
no oscillations in the output and
is purely exponential. Hence such
systems are called “Overdamped.
te output = A
Hence nature of response
will be as shown in Fig. 7.22.
As & increases, output will
take more time to reach its stead
state and hence become sluggish
and slow.
ii) When & = 1, the roots are,
83,2 = ~My Op
ie. real, equal and negative.
oo c
Cs) = ——22_ —_ +
(9) = eTaa)Gtoq) e+e) (sto)
Tal
ng Laplace Inverse, C(t) will take the following form ...(Refer Chapter-2 for
Laplace Inverse)
Whe! Co =
This is purely exponential. But in comparison with overdamped case, settling
time required for this case 1s less and because of repetitive occurrence of roots the
system is called“ Hy Damped’. This is critical value of damping ratio because if
it is decreased further roots will become complex conjugates and this is the least
value of damping ratio for which roots are real and negative.
Cit) = Cyt Bre et+Ce ont
st
eady state output value = A
Scanned with CamScannerTime Response Analysis
Control Engineering 264
e corresponding response jg
amped and th P
ly di
So
exponential and as show
1, systems are critica
in the Fig. 7.22.
ols are,
Hi) When range of & is 0.< & < 1, the
i e that real part will be
ic. complex conjugates with negative real part. Note
always negative,
he
yl
S+OR
Taking Laplace Inverse, C(t) will take the following form,
t+ °)
CW) = C+ Ke “bent sin(og 41
(Detailed proof discussed in next section).
Where = Steady state output value = A
This response is but decreasing
associated with exponential term with negative index e 75". Such
quency of such oscillations is called
oscillatory, with oscillating frequency wm
amplitude as it
oscillations are called Damped oscillations and fre
Damped frequency of oscillations «3 which is nothing but ay
@q = Y1-E? rad/sec
As damping is reduced, it is not sufficient to damp the oscillations completely
hence oscillations are of damped type. As damping is not sufficient, systems are called
Underdamped Systems. -
In such response,
real part of complex
roots controls the
amplitude while
imaginary part controls
the frequency of damped
oscillations,
The nature of the
output response for such
systems when excited by
unit step input will be as
shown in Fig. 7.23.
Fig. 7.23
Scanned with CamScannerControl Engineering 265 Time Response Analysis.
iv) When & = 0, then roots are, 54, = 4)
ie. complex conjugates with zero real part, ic. purely imaginary.
A, Bic
Peon) 8
* Cis) =
S(S+]O_) Sj) sl
But instead of finding out partial fractions, the corresponding C(t) can be
obtained by substituting & = 0 in the expression for C(t) for underdamped condition
which is,
C(t) = Cy +K" sin(oy t+0) K" = constant
Cyo = Steady state output value = A
The response is purely oscillatory, oscillating with constant frequency and
amplitude. The frequency of such oscillations is the maximum frequency with which
output can oscillate. As this frequency is under the condition § = 0 Le. no oppe
condition, system
oscillates freely and
naturally. Hence this
frequency is called
natural frequency of
oscillations denoted by
(oq tad/sec. The systems
are classified as
Undamped Systems. The
nature of the response
will be as) shown in
Fig.7.24.
Fig. 7.24
Summarising all cases as in Table 7.4.
Sr. Range of § Type of elosed loop | Nature of response | System Classification
No. poles
1 5 Purely imaginary Oscillations with Undamped
constant frequency
and amplitude
2 O
Sol. : Unity feedback system +, H(s) = 1 x G(s) H(s) into its time
To determine type of the system it is required to bring
constant form,
| Gls) Ho)
© 52-4 (140.258) 3-(1+ 0.335)
x (1+ 05s)
G(s) His) = P
fe) His) 258)(1-+ 0.338)
Comparing this with,
Go) He) = AG+TIG+ Ts).
Where
S+T, 5) (14 Tys
i = Type of the system
j = 2, So system is Type 2 system
Error coefficients calculation :
K -
(1+ 0.5s)
6
Lim
69S) HS) = Lim ss 0250 DEP
5 s30 S* (1+ 0.25s) (1 + 0.335)
, K
Lim S405
Ky = gS HG) = Lim 6 * 958)
. >> 0 S14 0.255
) (1+ 0.335)
Scanned with CamScannerControl Engineering _ 277 Time Response Analysis.
K
1+0.5s)
% (1+ 0.5s)
To find error use
ex. = Lim SR) __
so) 1G) NG)
Where R(s) = Laplace Transform of input r(t) to the system
we) = Re
2
Li
ess = Lim —
so Kasay
1+, 6
s? (140.255) (1+ 0.335)
= Lim, ——_—_8___
lade (140.5)
___6 ——
(140.255) (1+
= lim — La :
. so0 K 4038)
a 6
(1+ 0.25s) (1+ 0.338)
6k
ess
SOK
Steady state error can also be determined as e,, = as system is type 2
system, where R is magnitude of input
ee Bas
weg ds
6
401s +2)
(5+ D(s+4)
Determine (1) Type o stem, (1i) Al! error coefficients and
(i) Error for ranyp inp nitude 4.
Sol. : To determine type of system arrange Gis) His) in time constant form.
Gia) His) 40(s+2)__40(2)(1+ 0.55)
S+Is+4) sd ¥s)4) =o.
Ex.2 A unity foedback system has Gls) =
(1 +s) (1+ 0.25 s)
Scanned with CamScannergineering 278 Time Response Analys,
Control Engineerin, 2 Anal
this with standard form
He) K(1+T, s)\(+T2 8
Gls (s) = —— eS
ae si (147, 5) (14 Tp 8)
Comparing
j = Type of system
Where i
j = 1 So given system is type I system.
Error coefficients +
Lim
G(s) HG)
1) 539 o) (s)
20(1 + 0.55)
+0.
= Lim
soo s(l+
= FM G(s) His)
s>0
Lim 20(1+0.5s
830 (1+s)(14
w
x
= 20
= HM 2 Ge He
s70
Lim _ s(1+0.5s):2
50 (+s) (140.
Now steady state error for ramp input is given by,
te = 2
Se
where A = Magnitude of ramp input
Here A=4 and K,=20
4
es = = 02
a)
This is the final steady state error.
Ex. 3 For unity feedback system having Gis) = (s+ D
+2(s+ 10)
Determine
(i) Type of system
(ii) Error coefficients and
(iti) Steady state error for input as 1+ 4p 4 ©
Sol. : To determine type of the system arrange
10 + s)
2(1-+ 0.55) (10) (1+ 0.18)
G(s) Hs) its time constant form as,
Gls) His) =
Scanned with CamScannerControl Engineering 279 Time Response Analysis
_ 050145)
s? (14 0.55) (140.
Comparing, this with standard form
K(1+ Tis) + Tas)
~ where j = Type
Gls) His) =
s)(1+Ts)(+ Ths)
Type of system is 2
Error coefficients are,
Lim
Ky = 60) HO)
0.2 (1+ 05s) (1+ 0.15)
Li
Ky = s Gis) HS)
so0
_ Lim +s)
© s-+05(1+0.5s) (1+ 0.18)
K, =
7 uns Gls) His)
_ Lim 05(1+5)
~ 530 (140.
S Ky = 05
The steady state error for step input is,
= Al
14K,
a
where Ay = magnitude of step input part of total input
Hee Ay = 1 and Ky =
1
st TG
leo
state error for ramp input is,
Ad
Ry
The steady
Scanned with CamScanner™° Time Response Analysi
280
ineering
where Ay = magnitude of camp input = ?
eo A
=0
‘The steady stade error for parabolic input >
. 2 AB
ear =
where Aq = magnitude of parabolic input
1
The parabolic input is expressed as st in RO)
Aye
Remember that for parabolic input, A is the magnitude when input Is expressed
Ap
as 2?
Ll;
G3 = a 2
“S05
‘As the input is combination of all the three inputs, the total error is also the
algebraic sum of the steady state errors due to the individual type of inputs.
Rog = Uso Fg? FE
= 0+042
mt sho:
Ex. 4 For a sys 1 determine type of the system, error coefficients and tte error for
the following inp
(i) r(t) = 10
(ii) rt) = St
(ii rt) = 104 St +S
20
(s+ 4) (s+ 10)"
and
Hy = 10s
G
Scanned with CamScannerTime Response Analysis
281
4y minor feedback loop in between
implitying the given system by eliminatin
Sy
8 | em,
20
(s+4)(s
- 20
(s+ 4)(s+ 10) + 200s
Now 1 = — ———.
4G Hy yy 7) gg +2145 +40
(s44)(s+10)
Combining all blocks in series and simplifying.
8, =1
s° + 214s+40
s) with standard time constant form
Now comparing G(s) H
K(i+sT))(1+sT>)
“Sh (148T)) (14 STp) one
as (1 + sT, ) (1+sT,) hence value of */ for given system is zero. Hence it is Type
t is clear that quadratic denominator can be expressed
Zero system.
Error coefficients :
Lim Lim 250
Ky = 2 Gis) His) = a
P= 549 SOMO = Sys +2148 440
Lim Li 5 }
K, = sGis) Hg) = os =0
sO 330 + 214s +40
Lim >
K, = 2 ct Hie) = Lim 250 =0
soo soo 214s +40
Now for first input,
10
) rts 10 ~ RG)=—, so A=10
Scanned with CamScannerTime Response Analy:
Sentrol Engineering 282
eu =
ii) (ty = 5t,
ii) ra) = 14st Se?
2
ie A, = step, Az A 4 = 6 parabolic
5, 6_)
ey = + 5
s 00
te
4
Thus as system is type 0 system, error is finite only for step input.
K
s? (s+ 2) (843)
Ex. 8 For a system Gis) His) = Find the value of K to limit steady state
error to 10 iwhen input to system is 1 + 101 +
Sol. : The input is combination of three inputs. So let us calculate their magnitudes.
rit) =
Ay Az= tmp = 10, 45 = parabolic = 40
Now K, Gis) Hy = HK
Po sso 50 st 4 2543)
Lim Lim
Ky = SGis) Hs) = -
599 GE) His) sO, “2
Lim
© Sais) His) = bm i
>0 so0g G
Pea + €. Ay
ot O52 +53 = Ly
Oss 2
KK,
Now ey, is to be limited to 10,
1 =
10 =
K= 4
Value of K'is 24 to limit the steady state error to 10
Scanned with CamScannerControl Engineering 283 Time Response Analysis
D1 t and it is desired that es, < 0.005, find the range of values of K
vithin specified limit for
Ex. 6 Assuming r(t
for error to be a
m1 system,
K (s)
sisi)
Sol. : From the system shown we can write,
Gis) = j H(s) = 1
The input is r(t) = 0.1
the error,
i.e. ramp of magnitude 0.1. For ramp input Ky controls
Lim sk
sO s(s+1)
Lim
sG(s)H(s) =
s>0
0.005 =
For any value of K greater than 20, eg, will be less than 0.003. Hence the range of
value of K for e.. < 0.005 is, :
205 K
This error is to be reduced by 5% of existing value, with new gain of G(s) as Kz
‘ad of 200,
&sst =
— “Scanned with CamScannerTime Response Analy:
284
Control Engineering"
ons
100
0.076
New error is 0.076. same input
and H(s) = 1 with
New 7
Ky =
east =
0.076 =
So new gain is 210.52
Ex. 8 Inv tie system shown below the error allowed after achieving steady state is 0.01 for
unit step input applied to it, Find the value of K.
Roe) + cs)
TOs +1
Sol.: For step input, K, controls the error,
Lim
5 GO) HS)
lim) Kk
0 (0s+1)
And .
ee where A = magnitude of step = 1
0.01 = |
1+K
1+K 100
K = 99,
Scanned with CamScannerControl Engineerin: 5
Kontrol engineering 285,
___Time Response Analysis
Ex. 9 Find the steady state error E, if Tis unit slep input and R= 0.
eo; :
— 0.18
Ris) E(s) ~
— 10 }—(X)-] 10
Trot
8)
Sol. : When system
error coefficients,
‘Snot in the simple closed loop form then we can not apply the
In such ease, we have to use final value theorem
Lim Lim
Le. Cs, = e(t) = sE(s)
tow ) s>0 {s)
In the system given F(s) = =.C(s) when Ris) = 0
“(s)
Now let us find out so that for unit step disturbance we can calculate Cs)
and hence E(s). When R = 0, summing point at R(s) can be removed and block of ~
is to be added to consider sign of the signal at that summing, point.
cs)
Scanned with CamScanner ~Time Response Analysis
i 206
Control Engineering -
+ diagram.
drawing, the ding
Combining the two summing points and redrawing
cls)
Negative sign ot { =100 ) can be taken out to change sign of the signal at the
1401s)
summing point from positive to negative.
Ts) 700 CIs)
[co]
Larorsi|
Now the two blocks are in parallel, in the feedback path,
Cis)
; A
(1s? +s?+ 10054 10000)
1
For T(s) x w+ 01s)
(1s? +s? Gone
+374 100s5 + 10000)
Scanned with CamScannerControl Engineerin:
_ Now
207
F() =
bs
Steady state error
= Cs
Lim
s Es)
0
s0
= 0.01
Lim =100(1-4 0.15) _ 100
s(0.159 +8? + 100s-+ 10000) \
Time Response Analysis
100(1 + 0.8)
(0.18 4 52 + 100s + 10000)
(0000
Ex. 10 The block diagram shown in figure represents a heat treating oven. The set point
(desired temperature) is 1000°C. What is steady state temperature?
R= 1000
Sol. : For the
system,
Gis) =
H(s) =
R(s) =
20000
(1+) (1+ 0.18) (1+ 0.005s)
‘20000
(1) 440.15) (440.005
cls)
1 and input is step of 1000
1000
System is Type 0 system.
For step input,
"
Steady state error,
Css =
Cos,
20000
™ Gis) H oe
<9 9 0) HES) = rer) (I+ O.1s) (1+ 0.0058)
20000
A .
Where A = magnitude of step input
eK
— 1000 _ o,04999
1+ 20000
Steady state temperature,
Lim
tox
city
W
Css
desired ~ es.
1000 - 0.04999
999.95° C.
Scanned with CamScannerTime Response Analysis
288
‘el sy state error with RD = OTE
steady state ¢
Control Engineering
1 below, calculate the
Ex. 11 In the system sho
Go) His) = —
For ramp input,
Lim
Lim
30 5S8) HG) = og
where
Solved Problems On Transient Response
Ex. 12 A unit step input is applied to the unity feedback system for which open loop TF.
Gls) = 8 ring
s(s+8)
i) Its closed loop T.F. ii) Natural frequency of oscillations “wy, *
ui) Damping ratio &' iv) Damped frequency of oscillat * ;
Sol. : Standard form of closed loop TF. MONS “og
Scanned with CamScannerControl Engineering 209 Time Response Analysis.
Cs) G(s)
Rs) > ae Ha H(s) = 1 unity feedback
16
= _S(s+8)_ 16
14 + 85416
s(s+8)
Order of denominator is two hence system is second order. Standard
representation of a T.F, of a second order system
RS) s? 4 2G0, stan
Comparing the two expressions.
@% =16 hence oy = 4 rad/sec i.e, natural frequency of oscillations then
2. Eo, a4 2 &= 1 ie. damping ratio.
Hon =8
ie. system is critically damped. Now damped frequency of oscillations is given by,
@g = @, y1-&? = 0 rad/sec
As system is critically damped there are no oscillations and hence no damped
frequency of oscillations.
Wp = 4rad/sec, §=1, og =0 rad/sec
64
Ex. 13 For a system having T.F. = ~=————
* * 3? 455 +64
, for unity step input determine
)@, fi) & ii) @g , iv) Time for peak overshoot Tp.
Sol. : From, T.F. it is clear that system is second order hence comparing given,
Tf. with standard T.F. of second order system ———°n
s+ B oq stor
or = 64 4. @, = 8 rad/sec
Qo, = 5 BO, = 25 v & = 03125
og = Oy yl - &? = 8Y1-(0.3125)?
ag = 7.599 rad/sec
Time for peak over shoot,
Tp = = sec.= —*_ = 0.4134 sec
oa 7.599
fy = Brad/sec, &=0.3125, wg = 7.599 rad/sec,
Tp = 0.134 sec
Scanned with CamScannerTime Response Analysig_
200
rind its rise time, peak time,
Ex. 14 A second order system is given by 2468+ input. Also calculate
it step input. Als
pak overshoot and settling time if subjected (0 an sep
expression for its output response. w2
Sol. : Comparing the T.F. with the standard form 5242 ston
wy = 6
@, = 25 and
£ = 06
wo, = 5
0 = tan = 0.9272 radians
og = Oy y1-8?
= 5\1-(0.6)? = 4 rad/sec
1 = 28
og
x- 0.9272
0.5535 sec
nok
= 2.20785
; 5 sec
oa
-n§ /\i-2
% My = e ME 100 = 948 %
T= 1.33 sec
font
and cy = 1-£ sin (og t+0)
. vine?
-3t
= e
=1- lar sin(4t + 0.9272)
C(t) = 1 ~ 1.5625 e7* sin (at y 0.9272)
Ex. 15. For the system shown in
system shown in the figure obtain the
a te : " is closed i ic
frequency and expression for the output response if aie win i
fed to unit step input.
cs) KD
XY) mim Rls)
Scanned with CamScanner_Time Response Analys's
Control Engineering _291___
20
1 Cs) DEH) 20
a Re), 2 3
(rer
Now though TLE. is not in standard form, denominator always reflect 2 2% and
tof from middle term and the last term respectively
comparing s? 456424 with s? 4250 +0,
o, = 24 Oq = 4.8989 rad
2b, g = 0.51031
oy = @q Yi-82 = 42129 rad/sec
G 7
) in standard form. So writing
Now for C(t) we can use standard expression for s
Cs) 20. 24
RS” tal 24 [st 455424
For the bracket term use standard expression, and then C(Q) can be obtained by
0
multiplying this expression by constant 5".
20
c(t) = ai
sin (wg t+ o|
yi-8?
1-5
foe?
i radians = 1.03 radians
Cit) = 3 [1-1.1028e 775! sin (4.2129 t+ 1.03)]
@ = tan”
2
i
Ex. 16 A system is given by differential equation, fhe + 8y = 8x, where y = output
te
and_x = input, Determine al time domain specifications for unit step input
Sol: System siren equation is,
fy,
ae
To find TE. i take laplace transform from above equation and neglect initial
x65)
F say = 8x
conditions.
s? y(s) + 4s y(s) + 8 y(s) = 8 x(s)
Scanned with CamScannery(s) Ie a4s+8] = BNO)
. ye) 8
TE) sheds 8 >
er system ——— >
g this with standard T.F. of second order s¥ 57 + 2 Oy SHO,
83 rad /sec
2.002 rad/sec
[TE nt
og = op yi-G2 = 2.83 yi - (0.7067)
Tp = lime for peak overshoot
z %_ _1.57sec
2
———
= 0706/1 ~(0.706)? 100
e100 = @ 78 %0:706/ Y1=(0.706)
= 4.33%
T, = settling time =—4- = —__4 =a. sec
Eo, 0.7067 2.83
~bant
ct) = 1-2 sin (vg t +0)
ar
Where 0 = tan? [ =). 45° = Gand
= 07067 2.87 ¢
cw) = 1 per n(23)
4
Cit) = 1- 141 72 sin(2442)
4
©, = 2.83 rad/sec
T, = 5
| dg = 42.002 rad/sec % we 1.57 sec
| T, = 2 sec p = 4.33%
5 = 0.7067
EX 17 Ope
L& Open loop T.P. of tinity feedback systems jg Ge) sk
~ (Is Tse where K and T
| “are constants. Determy
| . ine factor by woh
overshoot of unit Y ehich gain “Ke
of unit step response be reduced from 25% 4 pa be multiplied so that
10 25%, .
(Bangalore Univ. April 98
~ Scanned with CamScannerSig
‘eis Control Engineering 293 Time Response Analysis
Sol. : Closed loop T.F. =
= 8047s)
14K ts? +
s(1+Ts)
Dividing by “T’ to make coefficient of s? in denominator as “1’. Till coefficient of
s? is 1 in the denominator, it can not be compared with the standard form of the
equation.
2
Comparing with standard form Sn
8? 42a, stor
2 Oy =
Bon B=
Now for 75% Mp,
5
0.75
In(0.75) = -xe/ fie?
|
| 0.2876 = xe/\i-2
| 0.08271 (1 - 2) = n?&?
8.38 x10 (1-&?) = &?
f
| a £? = 831035 «1079 & = 0.0901
| and for Mp = 25% Let & = &}
| cans/
| 25 = 100¢-*8Y
|
i 1.9218 (1-§3)= 76?
i E? = 0.1629
i E, = 0.4037
} ie. to change % M, from 75% to 25%, & must be changed from 0.0911 to
| &1 = 0.4037
1) Now —,
i 2VKT
r¢
i
|
é
Scanned with CamScannerResponse Analysin,
Control Engineering
Now “T is constant. G 4)
For 5
and let K=K fate -e)
04037 = AGF
Vv
)
atio of equations (1) and 2
0.2256554 =
0.05092 =
alZ
K, = 0.05092 K
ie. gain °K’ must be multiplied by 0.05092
25%.
Ex. 18 A certain control system is described by
ayo, 7a. 12 Y(i) = 12 X(b. Find its output response for unit step input,
at
Y(t) = output, X(t) = input
Sol. : Taking Laplace of the equation neglecting initial conditions.
s? ¥(s) +75 Y(s) +12 Y(s) = 12 X(s)
Yo)
X(8)_ 5? +75+12
0 change % overshoot from 75% to
the differential equation,
TF. is
Comparing denominator with standard form
on = Vi2, 2bo, =7 «6 = 1010363
As & > 1, system is overdamy
As ped, hene il i
oscillations. Hence standard expression for C(t) cannot be weet ‘ei not contain
Now input is unit step, so X(s) = 1 ,
7 = 1/s. Substituting in T.
Yo) « 2 ig -F. we get,
562475412) Use partial fraction method
= 12
=.
Sis+ 3) (s+ 4)
where, A=1, B=-4, Cx3
Scanned with CamScannerSis Control Engineorin,
ee eens __Time Response Analysis.
4
Ys) = LL
ay :
"430 7M
2) ‘Or a cor .
_ Ex.-19 a mitrol system Sown im figure, find the values of K and K, sa that the
MUNPINS ratio Of system is 0.6 and s Hing time is 0.1 see, Use T, = 22. Assume
unit step input, Eo,
e cls)
Sol.: Using Block diagram reduction rule, reduction of inner loop is,
; 7 100
| 1+0.25+ 100K;
overall G(s) = K-10 LK
140.2s+100Ky 20s ~ s[1+100K, +025]
H() = 1
j — 5K
Go) 5(1+100K, +025)
Tr = —S6)__
j 1+G@H@) 7, SK
| s(1¥100 Ky + 0.25) _
_ 5K
0.2s? + s(1 +100 Ky) +5K
But coefficient of s? in the denominator must be ‘unity’ to compare it with the
standard form. So dividing it by 0.2.
Cs) | 25K
R(s)_ 5 45s(1+100K,) + 25K
o2 = 25K, a, =5VK
2b, = 5(1+100K,)
_ 5(1+100K,)
Be Ov
Scanned with CamScanner296
Time Response Analysis
Control Engineering ce
g 6 = 0.1 sec
Now g= oe ant .
Using T= fon
42
ie. ot =
py = 53.33 rad/sec
oy, = 5VK
K = 113.78
and g = SUK) _ 96
. 10VK
Ky = 0.118
5 eter e
EX. 20 For a system having G(s) = ——! H(s) = 1. Determine
(s+1)(s+3) ‘
i) Characteristic equation
ii) @, and &
iii) Time at which Ist undershoot will occur.
iv) Time period of oscillations.
2) No. of cycles output will perform before settling down.
15
Ce) _6+DG+3) as
R@) yy © st 45418
(s+1)(s+3)
Hence characteristic equation is,
s? 445418 = 0
ny = VIB = 4.2426 rad/sec
2Eo, = 4
— = 04714
Now time at which C(t) will experience maxima and minima is given by,
28
where n=
n=
Scanned with CamScannerTime Response Analy
297 _
This can be shown as follows.
2 ety
t for Ist undershoot = 2% “
3.74166 rad/sec
t for Ist undershoot = —
4166
= 1.6792 time
; , . 2x
Now time period of oscillations is related to ag by relation, mg = >
where T = Time period
2
T= 22,28
oq 3.74166
= 1.6792 see/cycle
For 1 cycle, output will take 1,6792 see,
Now the time for 1 cycle is known and if it is known to us that what is the time
required by the system to achieve steady state, we can find how many cycles output
will perform before reaching steady state.
T, = A= 2s0c
8 Fon
So 1.6792 sec for one cycle, how many cycles output will perform in 2 sec,
2
Total no, of cycles) = —“—
° aa 1.6792
= 1.191
Output will perform 1.191 cycles before
reaching the steady state.
This can be shown as in figure.
The frequency in Hz if required can be
obtained as,
= 0.5955 Hz
Scanned with CamScannerTime Response An,
291
Control Engineering 234
wries RL-C cireuit, with R= 12, L
rc
‘Assume input as a step of 10V.
Ex. 21. Obtain the step response
and output is taken across “R
The circuit is as shown in following figure.
Sol. :
Loe a (MSC
Lo
vi) R Volt)
To find ee ; , We can write the equations as,
Vis) = sLi(s) + L1G) + RIG)
sc
while V,(s) = Ks) R
Vv
we ) in first equation
vie) = Se [urd =R
Substituting I(s) =
Vols) p.2
Vis) = Cc
its) = R [s Li +1+sRC]
Vols) _ sCR Ss: we
Vis) s? LC-+sRC+#1 esky lh
L Lc
Substituting R=L=C=1
Vols) _
Vi(s) Ss? +541
Comparing the denominator
2
o, = 1 2 @, = 1
2Eo, = 1 :
“$= 05
Note : i :
. The standard expression for C(t) is derived for TE. the f
in ie form
On
and not for
s? + Bon Stor he T.F. having ‘s' terms in its numerator. Hence
standard expression for C
: )
paral actor ne (t) cannot be used and Output must be calculated by direct
Scanned with CamScannerNow
s°+s41
Completing square in denominator
Vos) = —— 10
stesety3
ii (a
To adjust this in the form 7
(sa)? +(@)?
Vols) =
Taking Laplace Inverse,
1
20 -5t V3
V,(t) = Se 2 sint
we TB a}
Volt) = 11.54 e795" sin 0.866 t
Ex. 22 For an unity feedback system, output response is observed as,
Cit) = 1 + 0.504 e~ 3" —1,504e7 778", Determine its damping ratio and natural
frequency of oscillations of the system. Assume unit step input.
Sol. : To determine the & and @, we must have C.L.T.F. =a which can be obtained
5
by taking Laplace of C(t) and R(t) respectively.
Cia) = 2+ 0504 __1504
erg) (s+3.07) (s+ 2.18)
and Rt) = 13 Ris) = V/s
1, 0504 __1.504
Cs) _ s 5+307 84218
RE) 1
s
0504s 1.5045
pee
s+3.07 s+2.18
Scanned with CamScannerTime Response Analysig
300"
Control Engineering
0.504 s(s+ 2.18) 504 s (s+ 3.07)
+ 307)(5+ 218)
4.6172
6.6926 +
Cs) _ i
RG) $2 45.258 + 6.6926
ng denominator with standard form
2 = 6.6926 On = 2.587 rad /sec
2B on, = 5.25 & = 1.0146
As & > 1, system is overdamped.
Ex. 23 A position control systent drives a Toad through a 50 : 1 gear ratio. The inertia of
aft is 20 x 10-5 kg-m? and friction is 60x 10° N-m sec. The torque
ved is 20 rpm. Calculate
motor §
constant is 0.04 N-m per degree of error, if output spee
DE fe,
Let T = Torque produced proportional to ‘0; ~ 09°
T = K[;-9]
0, = Reference input position
6, = Output position
Torque is used to drive load of M.I. ‘J’ and friction “B’
where,
Taking Laplace we have,
KOi(s) = KO,(s)+] 5? 0,(5) + Bo (s)
ol
ols) _ K *
ee ae
B
8i(s) a2 =
() Js?+Bs+K 48,,K
Jy
Scanned with CamScannerControl Engineering 301 Time Response Analysis
BL
avyK
0.04 N-m/deg, = 0.04 57.3 N-m/radian
1/50
K at motor shaft = 0.04 x 57.3/50
Oy = f = | BOESS23 15.13 rad /see
J > 50x 20% 10°
K
Gear ratio
2 TR x
Ex. 24° For system shown in, figure, find the error using dynamic error coefficient method for
input of 6 + 5t+
S
tier Piont Load
Re) 70 (s als)
‘5 BAGH)
15x 200(s+ 1) x 0.02
(s+ 1)(s+2)(s+5)
G(s) =
= — 2 _
(+2) (0+8)
Now for dynamic coefficient method,
exs(t) = Ko R(t)+ Ky R(Q) + Kg R'(t).
where Ko = Fs)
Lim dF,(s)
Kr= 50 ds
Lim d? F,(s)
Ko 540 as?
1
where A) = apne
Scanned with CamScannerTime Response Analysis.
Control Engineering
1
= F,(s)=— = 0.1428
Fe =5
_ _ Lim d
Ke so Was
kK - lim (s? +7s +70) (28 +7)-(s? +75 +10) (25 +7)
1 so (s? +75 +70)?
_ Lim 253 +215? + 189+ 490-259 — 215? - 695-70
soo (s? + 75-470)?
_ Lim 120s+420
80 (5? 475470)?
2
= 20 ~ 00857
(70)
ii 2
Ky = Lim d F,(s)
530 Gs?
_ Lim a[22]- 4 120s+ 420
ds | (s? +7547)?
830 ds} ds
. im [seems 70)? -(120)~ (1208+.430)-2 (<2 + 78+ 70)(2s+7)
70 (s? +754 705 \
. (70)? 120-4202 70%7
(70)
ess(t) = KoR() + Ky RW+K, RY)
Rit) = 6 45¢ 7
= 7.346 x 19°3
RW) = 5 46
Ri = 6
Scanned with CamScannerControl Engineering 303 Time Response Analysis.
Css (8) = 0.142816 + 5t + 3¢?] + 0.0857 [5 + 6t]+ 7.346% 10 x6
0.8568 + 0.714t + 0.4284 t? + 0.4285 + 0.5142 t + 0.04407
Css(t) = 0.4284 t? + 1.2982 ¢4 1.3204
Advantage of this method is,
i) It gives variation of error as a function of time and
ii) For any input, other than standard input error can be determined.
Ex. 25 A closed loop system has two complex conjugate poles at $1, sz zj.
Determine the form of transfer function and values of ey , Ty, T,, 7; and My
assuming standard second order system.
Sol. : 5
8? + Bags +o2
while $1, 82 = -24j1
Denominator of T.F = (5 +2 + jl) (s + 2-jl) = (s+2)? -(jl
= st44545
ow os
Rs) s? 44505
Comparing with standard form
. os
oR = 5,
and Ew, =
og =
= 0,999 rad/sec = 1 rad/sec
1 yl 2
0 = tan” rad
§
= 0.4636 radians
Tp = — = 3.1415 sec
T; = = 2sec
= 0.1867%
Scanned with CamScannerControl Engineering _
Ex. 26 A systent has unit ste
and ramp response,
Sol. : For unit step input
Ris)
taking laplace of C(t),
Cts)
rest
R(s)
For impulse response,
304 Time Response Analysis,
O18, Determine its impulse response
» respouse of C(I) = 1 —
zero initial conditions.
Assume
§ ed)
Ce) = 97
Cit) = LE fC} = 0.10%" 5
For aap: tel = 1 Impulse response
s
Cs) = or A,B,C
(s+0.1) s* 8 s+0.1
A(s + 0.1) + Bs(s + 0.1) + Cs? =
B+C = 0,
A+01B=0, O.1A = 01
A=1 B
c= 10
Ci) = 0 ,_10
sts 8401 Ramp response
cit) = LT IC@))
= t-10+ 10¢0"
Scanned with CamScannercontol Engineering 925 Time Response Analysis
px. 32 The open Toop transfer fiction of unity foadback System is given by
G(s) 40 ‘
Determine steady state error using
ri) = (34409
low
error series for input given bel
sol. : GG) = msg
For dynamic coefficient, error series
ess (= Ky R()+ K) (t+ Ky R(t) to
RW = B+40t=steae
R(t) = 34st
Ri) = 8
Lim -
Ky = F, (s
oF 59 AO)
x, = Him ahi
s70 ds
— Lim d? F, (3)
2 530 dst
1 . 1 (0.2s* +s)
where AO = eqn a eT)
s(1+0.2s)
+5 +40) (0.45 + 1)- (0.2s* +5) (O4s +1)
(0.28? + s+ 40)
dF,
+ 04s? + 165+ 0.2s7 + 5+ 40-0.0:
(0.28? +s
(40 + 16s
© (02s? + 5440)
ds’
2524 5440)? Uo)
Scanned with CamScannerTime Response Analyais
Control Engineering —— 828
- Lim d FG) s— 40+ 0) .
Ki = .00 ds (02% 0404 40°
= 0,025
Lim d? F, (0) 2 16- (49) 2) GOD
Kr = 50) -— cao)"
= 0.00875
eg (= 0 Rit)+ 0.025 (3 + Bit 0.00875 « 8
= 0.2t + 0.145
lems From Bangalore University Papers
J K, and Kp 50 that
non in figure, find the values of
assume ranit step input (Bangalore Univ. June - 93)
Sokved Pro
Ex. 33 For a control sysiemt
My = 25% and Tp
Ris) C{s)
Sol. : G(s) oKi | His)=1+Ko 8
s
Ki
Ki
Ge) st
1+ G(s) Hi K
Sask» SK, Kps+Ky
TR. =
:. Comparing with standard form,
oy = {Ki 2 w, = ~o1
Bay =Ky-Ky, B= 2 YK Ke
Now Mp is function of & alone,
fo My = er NES 5100
= othe
25 = ele « 100
0.25 =
In (0.25) =
~ 1.3862 = —2™5_
Scanned with CamScanner____Time Response Analysis.
& = 0.4037
Now T= 2.
4
a M =
Now On
Ky = ws 0.7369
e-lp
and § = 5 VRi-Ky = 0.4037
Kz = 0.9405
Ex. 34 The open loop T.F. of unity feedback system is Cls) = near For this: system
s(1+Ts;
overshoot reduces from 0.6 to 0.2 due to change in °K’ only.
TK, -1
Show that 1 7 = 43:33 where Ky and Ky are values of K for 0.6 and 0.2
overshoot respectively. (Bangalore Univ. Mar.-99)
Gs)
kt Ch TR = » H@)=1
Sol.: Closed loop inc (s)
_K_ K
_ 80473) 2 KT
~ 44k ST+stK 2,1 5,K
s(1+Ts) TOT
oh
aring, with standard form — 7
Comparing v $2 4+2%Zoq ston
K =
oh TF “
1 g
Bon =z
Let =
Now for Mp = 06 7
Scanned with CamScannerhe static error coefficients for Wie unity feedback contyop
7 Determine the static error co
open loop transfer fictions are
K
Ystems
Why
i) Gls) = eds 200)
(14 2s) (14 ds)
ii) ce = SUeeces
2 (9? 4284 10)
Find also the error for unit step and unit ramp inputs. Determine “type
(Bangalore Uniy and
onder’ of the systems, -
Sol. : Consider the system with,
i) co) = —“__, 1)
s(s? + 45+ 200)
Gis) Hg) =| — KL
s(s? + 45+ 200)
(K/ 200)
comparing with,
Go) Hg) = KO4T 9)...
s} (14 Ty 8)...
jl
pe of this system is 1,
K
Hence ty
p= Lim Gis) H(s) = Lim —_(K/200)
so soo fy
= 0
¥ = Bim 8 Gis) Hs) = Lim
tS)
S50
‘ 4s
«x
200
Scanned with CamScanner