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    1School of Chemical Engineering and Advanced Materials

    Newcastle University

    SYSTEM CHARACTERISTICSSYSTEM CHARACTERISTICS

    School of Chemical Engineering and Advanced Materials

    Newcastle University2

    ScopeScope

    Different forms of transfer functions

    Parameters of transfer functions

    Responses of typical systems

    Terminology

    School of Chemical Engineering and Advanced Materials

    Newcastle University3

    Transfer functionsTransfer functions Relates the dynamic behaviour of an output

    Y(s) to an input U(s)

    General form:

    ( )s

    n

    s

    n

    esAs

    sB

    easasasas

    bsbsbsbsG

    sU

    sY

    =

    ++++

    ++++==

    )(

    )(

    )()(

    )(

    01

    1

    1

    01

    1

    1

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    School of Chemical Engineering and Advanced Materials

    Newcastle University4

    Transfer FunctionsTransfer Functions

    assumed that the polynomials A(s) and B(s)

    do not have common factors

    is the time-delay

    n denotes the system type

    if n=1, system is a Type 1 system

    if n=3, system is a Type 3 system

    s

    n esAs

    sB

    sGsU

    sY

    == )()(

    )()(

    )(

    School of Chemical Engineering and Advanced Materials

    Newcastle University5

    Transfer functionsTransfer functions

    Specific forms:

    s

    n e

    pspspss

    zszszssG

    =

    )())((

    )())(()(

    21

    21

    Pole-zero form

    sn esasasas

    sbsbsbKsG

    +++

    +++= )1()1)(1(

    )1()1)(1()(

    21

    21

    Time-constantform

    School of Chemical Engineering and Advanced Materials

    Newcastle University6

    TimeTime--constant formconstant form For the time-constant form:

    the parameters of the transfer function are:

    system gain, K

    time-constants of lag terms,

    time constants of lead terms,

    time-delay,

    system type, n

    s

    n e

    sasasas

    sbsbsbKsG

    +++

    +++=

    )1()1)(1(

    )1()1)(1()(

    21

    21

    ia

    ib

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    School of Chemical Engineering and Advanced Materials

    Newcastle University7

    PolePole--zero formzero form

    For the pole-zero form

    the parameters of the transfer function are:

    zeros,

    poles,

    time-delay,

    system type, n

    s

    n e

    pspspss

    zszszssG

    =

    )())((

    )())(()(

    21

    21

    iz

    ip

    School of Chemical Engineering and Advanced Materials

    Newcastle University8

    Parameters of transfer functionsParameters of transfer functions

    The parameters of different transfer function

    representations are related

    Transfer function parameters characterise the

    behaviour of an output to an input

    speed of response

    whether the response is stable

    whether the response is oscillatory equilibrium points

    School of Chemical Engineering and Advanced Materials

    Newcastle University9

    GainGain

    The gain determines the degree of modification

    (scaling) that an input will be subject to by the

    system

    if K>1, then amplification

    if K

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    Newcastle University10

    GainGain

    It is defined as:

    Can be obtained analytically by setting all the

    s terms to zero (equivalent to steady-state)

    Can be determined experimentally using step-

    tests

    s

    n esasasas

    sbsbsbK

    sG

    +++

    +++= )1()1)(1(

    )1()1)(1(

    )(21

    21

    inputinchangefinal

    outputinchangefinal=K

    School of Chemical Engineering and Advanced Materials

    Newcastle University11

    Unit step inputUnit step input

    School of Chemical Engineering and Advanced Materials

    Newcastle University12

    Responses of systems with different gainsResponses of systems with diff erent gains

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    Newcastle University13

    TimeTime--constantconstant

    Has units of time

    Determines the speed of response

    Also known as residence time

    For a pure first-order system, the time

    constant is the time taken for the system to

    reach 63.2% of its final change in value

    School of Chemical Engineering and Advanced Materials

    Newcastle University14

    Time constant of 1Time constant of 1stst order systemorder system

    Why 63.2% of its final change in value?

    dy t

    dty t Ku t

    ( )( ) ( )+ =

    s

    K

    sU

    sYsG

    +==

    1)(

    )()(

    y t K e t( ) /= 1

    === tKeKty when632.01)( 1

    Time domain solution:

    School of Chemical Engineering and Advanced Materials

    Newcastle University15

    11stst

    order systemsorder systems -- different time constantsdifferent time constants

    ssU

    sY

    +=

    1

    1

    )(

    )(

    1

    2

    1 < 2 < 3

    3

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    Newcastle University16

    TimeTime--delaysdelays

    Also called dead-time

    The time taken, after the system has been

    perturbed, before the system starts to react

    It is a measure of the systems time inertia

    A 1st-order system, with gain K; time-constant ;and time delay of magnitude is given by

    )()()(

    =+ tKutydt

    tdy

    s

    Ke

    sU

    sY s

    +=

    1)(

    )(

    School of Chemical Engineering and Advanced Materials

    Newcastle University17

    Different timeDifferent time--delaysdelays

    with delay

    without delay

    time-delay

    School of Chemical Engineering and Advanced Materials

    Newcastle University18

    System typeSystem type

    Indicated by the integer 'n'.

    If n=0, then G(s) is classified as a 'type-0' system

    If n=1, then G(s) is a 'type-1' system, etc.

    Type 1 systems and above are said to have

    integrating properties, and have significant

    implications in process control systems

    s

    n esAs

    sBsG

    sU

    sY ==)(

    )()(

    )(

    )(

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    System orderSystem order

    The order of the system is given by the order of

    the denominator polynomial plus the integer 'n'.

    It is equivalent to the order of the differential

    equation that gives rise to the transfer function

    after Laplace transformation

    sn e

    sAs

    sBsG

    sU

    sY == )()()()( )(

    School of Chemical Engineering and Advanced Materials

    Newcastle University20

    Poles and ZerosPoles and Zeros

    Poles: roots of the denominator

    Zeros: roots of the numerator

    Can be either real or complex

    Complex poles or zeros always occur ascomplex-conjugate pairs

    s

    n e

    pspspss

    zszszssG

    =

    )())((

    )())(()(

    21

    21

    iz

    ip

    School of Chemical Engineering and Advanced Materials

    Newcastle University21

    ZerosZeros

    roots of the numerator polynomial, i.e. those

    values of 's' which sets G(s) to zero

    their values determine the shape of the initial

    response of the system

    s

    n e

    pspspss

    zszszssG

    =

    )())((

    )())(()(

    21

    21

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    School of Chemical Engineering and Advanced Materials

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    PolesPoles

    roots of the denominator polynomial, i.e. those

    values of 's' which sets G(s) to infinity

    determine whether system response is

    oscillatory

    determine the stability of the system

    sn e

    pspspss

    zszszssG

    = )())(()())(()(

    21

    21

    School of Chemical Engineering and Advanced Materials

    Newcastle University23

    Characteristic Polynomial & EquationCharacteristic Polynomial & Equation

    The characteristic polynomial is the polynomial

    in the denominator of transfer functions

    Setting the characteristic polynomial to zerogives the characteristic equation

    Poles are those values of s that satisfy the

    characteristic equation

    s

    n esAs

    sBsG =

    )(

    )()(

    School of Chemical Engineering and Advanced Materials

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    The sThe s--planeplane How zeros and poles affect a systems

    response depends on their positions in the s-

    plane

    Imaginary

    Real

    s-plane

    Right Half Plane

    (RHP)

    Left Half Plane

    (LHP)

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    Zeros and ini tial responsesZeros and ini tial responses

    The values of transfer function zeros affect thesystems initial responses

    In general, the presence of zeros increases thespeed of response

    Under certain conditions, zeros cause inverse

    responses to occur

    s

    n e

    pspspss

    zszszssG

    =)())((

    )())(()(21

    21

    School of Chemical Engineering and Advanced Materials

    Newcastle University26

    Zeros and inverse responsesZeros and inverse responses

    An inverse response is one where the initial

    response is in a direction opposite to that which

    it eventually settles out

    School of Chemical Engineering and Advanced Materials

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    Zeros and inverse responsesZeros and inverse responses A system exhibiting inverse response has at

    least one zero with a positive real part

    It is caused by components of the system with

    responses that oppose each other

    )(1 sG)(sY)(sU

    )(2 sG

    +

    )21(

    1

    )31(

    2)(

    sssG

    +

    ++

    =

    1

    2( )

    (1 3 )G s

    s=

    +

    2

    1( )

    (1 2 )G s

    s

    =

    +

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    Zeros and ini tial responsesZeros and ini tial responses

    G s as

    s s( )

    ( )( )=

    ++ +

    1

    1 2 1 3

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    Poles and system stabili tyPoles and system stabilit y

    A system is stable if, for a bounded input, the

    output response is also bounded

    Bounded-input bounded-output (BIBO) stability

    The stability of systems represented by Laplace

    transfer functions are governed by the positions

    of their poles in the s-plane

    A system is unstable if it has a pole with a +vereal part or

    A system is stable if all its poles have ve real

    parts

    School of Chemical Engineering and Advanced Materials

    Newcastle University30

    Stability: a 1Stability: a 1stst

    order exampleorder example

    Has no zeros, has 1 pole

    Has time domain solution:

    G s K

    s( )=

    +1

    ==+ /101 ss

    = /1)( teKty

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    Stability: a 1Stability: a 1stst order exampleorder example

    Pole is:

    If is positive, pole is negative (in LHP)

    exp(-t/ ) is a decaying function as time, t, tends towards infinity, y(t) settles to a

    equilibrium value of K

    response is stable

    [ ]= /1)( teKty (1/ )( )

    1 (1/ )K KG s

    s s= =+ +

    1/

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    Stability: a 1Stability: a 1stst order exampleorder example

    Pole is:

    If is negative, pole is positive (in RHP)

    exp(-t/ ) is an increasing function as time, t, tends towards infinity, y(t) also tends

    towards infinity

    response is unstable

    = /1)( teKty(1/ )

    ( )1 (1/ )

    K KG s

    s s

    = =

    + +

    1/

    School of Chemical Engineering and Advanced Materials

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    StabilityStability A system represented by a Laplace transfer

    function is stable only if all its poles lie in the

    left-half of the s-plane

    Imaginary

    Real

    s-plane

    Right Half Plane

    (RHP)

    Left Half Plane

    (LHP)

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    22ndnd order systemsorder systems

    Simplest example of higher order systems

    Systems may be naturally 2nd order

    More usually due to combinations of 2 1st order

    components

    )21(

    1.

    )31(

    1

    )().()( 21

    ss

    sGsGsG

    ++=

    =

    )(1 sG

    )(sY)(sU

    )(2 sG

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    General 2General 2ndnd order transfer functionorder transfer function

    Because the characteristic polynomial is a 2nd

    order polynomial

    the transfer function has 2 poles

    the poles can be real or complex,

    depends on and n (pronounced zeta) is the damping factor n is the natural frequency

    2

    2 2( )

    2

    n

    n n

    G ss s

    =

    + +

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    Poles of 2Poles of 2ndnd

    order systemorder system

    There are 3 possible cases

    Poles are real and distinct (not equal)

    overdamped, non-oscillatory response

    Poles are real and equal

    critically damped, fastest non-oscillatory response

    Poles are complex

    underdamped, oscillatory response

    2

    2 2( )

    2

    n

    n n

    G ss s

    =

    + +

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    22ndnd order overdamped systemsorder overdamped systems

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    11stst order & 2order & 2ndnd order overdamped systemorder overdamped system

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    Initial responses of 1Initial responses of 1stst

    & 2& 2ndnd

    order systemsorder systems

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    22ndnd order oscillatory systemsorder oscillatory systems

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    =1

    =0.5

    =2

    Damping factorDamping factor2

    2 2( )

    2

    n

    n n

    G ss s

    =

    + +

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    Characterising oscillatory responsesCharacterising oscillatory responses Overshoot

    Decay ratio

    Rise time

    Settling time/Response time

    Period of oscillation

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    OvershootOvershoot

    Overshoot = A/C =

    21exp

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    Decay ratioDecay ratio

    Decay ratio = B/A =

    21

    2exp

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    Rise timeRise time

    Rise time: time taken to first reach

    final equilibrium value

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    Settling time/Response timeSettling time/Response time

    Settling time: time taken reach andremain within 5% of final equilibrium

    value

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    Period of oscillationPeriod of oscillation

    PPeriod of oscillation (P): time

    elapsed between successive peaks

    [time/cycle]

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    Frequency of oscillationFrequency of oscillation Has units

    (f ) number of oscillations per unit time, e.g.cycles per second (Hertz)

    ( ) radians per unit time

    The natural frequency, n, is the frequency atwhich the system response oscillates when

    there is no damping

    Pf /1= 21/22 === nPf

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    Oscillatory responsesOscillatory responses

    Will only occur if transfer function has complex

    poles

    Complex poles occur as complex conjugate

    pairs

    First order systems will never give oscillatory

    responses