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Lecture 12: First-Order Systems Time Response Lecture 12: 1. Introduction to time response analysis 2. First-order systems 3. Stability Lecture 13: Second-order systems Lecture 14: Non-canonical systems ME 431, Lecture 12 1
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Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Jan 18, 2016

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Lorraine Young
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Page 1: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Lecture 12: First-Order Systems

Time ResponseLecture 12:1. Introduction to time response

analysis2. First-order systems3. Stability

Lecture 13: Second-order systemsLecture 14: Non-canonical systems

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Page 2: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Time Response

• During the semester we have found the time response of dynamic systems for arbitrary initial conditions and inputs• From diff eq and transfer function

models

• Classifying the response of some standard systems to standard inputs can provide insight• Ex Systems: first order, second order• Ex Inputs: impulse, step, ramp,

sinusoid

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Page 3: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Time Response

• Characteristics of a standard response can be used for specifications (transient and steady state)

• Response to simple inputs can be used for system identification, i.e. for finding a black-box model

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SYSTEM

3

Page 4: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

First-Order Systems

• Basic form:

• Key parameters: τ = time constantk = DC gain

• Many real systems have this basic form

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( ) ( ) ( )y t y t ku t

( )( )

( ) 1

Y s kG s

U s s

4

Page 5: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

o o iRCe e e

aRCT T T

o o iRCq q q

o o i

bx x x

k

Page 6: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

First-Order Systems

• Step response (u(t) = 1(t))

Page 7: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

First-Order Systems

/( ) (1 ), 0ty t k e t transient

steady state

1( ) (1 ) 0.632y t k e k For t=τ

4( ) (1 ) 0.98y t k e k For t=4τ

within 2% of final value is generally considered ss

Page 8: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Example

• Determine the TF of the system that produced the following output in response to a unit step input

Page 9: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Second-Order Systems

• Step response of 2nd-order system with complex poles

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Page 10: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Stability

• Note how the roots of the characteristic equation (poles of the transfer function) relate to natural response• Real part of pole = rate of decay

(growth)• Imag part of pole = frequency of

oscillation

• If the response does not grow unbounded then it is stable (real part less than or equal to 0)

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Page 11: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Stability

• Asymptotic Stability: for no input and any initial condition, output x → 0 as t → ∞

example:

condition: all roots of the characteristic equation have negative real parts

if b = 0? stable, but not asymptotically stable!

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0 mx bx kx

11

Page 12: Lecture 12: First-Order Systems Time Response Lecture 12: 1.Introduction to time response analysis 2.First-order systems 3.Stability Lecture 13: Second-order.

Stability

• BIBO Stability: for zero initial conditions and bounded input, output x is bounded for all t

example:

condition: all poles of transfer function (roots of characteristic equation) have negative real part

if b = 0? stable, but not BIBO stable!

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2

( ) 1

( )

X s

F s ms bs k

12