Chapter 3. 1 st Order Sine Function Input. General Solution. Ce t. Measurement System Behavior Part 2

Size: px
Start display at page:

Download "Chapter 3. 1 st Order Sine Function Input. General Solution. Ce t. Measurement System Behavior Part 2"

Transcription

1 Chapter 3 Measurement System Behavior Part 2 1 st Order Sine Function Input Examples of Periodic: vibrating structure, vehicle suspension, reciprocating pumps, environmental conditions The frequency of the input significantly affects measuring system time response. Consider: τy o + + y= KAsinωt t 0 y() = y 0 0 General Solution t τ 2 yt () = Ce + ( KA)/[ 1+ ( ωτ)] 12 sin( ωτ tan 1 ϖτ) / / Solve for C at t=0, y(0)=y 0 Output Transient Ce t /τ ω = 2πf 0 With t going past 5τ Note: amplitude and phase shifts are dependent on the frequency of input. 1

2 Output Steady State Amplitude and phase shift are functions of input frequency Output frequency is the same as input frequency Output remains as long as the forcing function Rewritten: t / t yt ( ) = Ce + B( w)sin[ wt+ j( w)] Magnitude: 2 12 B( ω) = ( KA)/[ 1+ ( ωτ) ] / Phase Shift: ϕ( ω) tan = 1 ωτ Where τ is the time constant. Time Delay β1= ( ϕ( ω))/ ω Value of β 1 is negative, indicating a time delay between input and output. Magnitude ratio of input/output: m(ω)=b/ka=1/(1+(ωτ) 2 1/2 Note the frequency dependency 2

3 Freq response: magnitude ratio (Figliola, 3 rd ) For value of wτ which gives m(ω) near unity. The first order MS will transmit nearly all of the input signal with little delay or attenuation of signal. B(ω) KA, ϕ(ω) o Freq response: phase shift (Figliola, 3 rd ) If you want to monitor an input signal with high frequency, you will need τ to be very small in order to give m(ω) 1 Dynamic Error δ(ω) = m(ω) 1 measures systems inability to adequately reconstruct the amplitude of input at a given frequency. Want to minimize δ(ω) Perfect reproduction is not possible Frequency Bandwidth Frequency band over which m(ω) or where db=20 log m(ω 1 ) does not drop more than 3 db between ω n and ω m for a given τ db=20 log m(ω n ) + 20 log m(ω m ) db=20 log (1) + 20 log (0.4) db=

4 Determination of Frequency Response The frequency response is found by dynamic calibration, by applying a simple periodic waveform input to the sensor stage and monitoring the output. However, this can be impractical in some physical systems. Model system frequency response Calibrate components independently and then combine them to develop system. Ex: (load cell and transmitter) calibration Range 0 to 40,000 lbs Determination of Frequency Response con t: Load cell is calibrated in factory 4-20MA transmitter calibrated using an analog signal represents the range of the load cell 0 to 30mv/volt Load cell and transmitter are loaded with test weights to confirm approximate range (0 to 30,000 lbs max available) 2 nd Order System Possesses inertia and contains a second deviative term, such as accelerometers, diaphragm pressure transducers, and acoustic microphones. oo o a2y+ a1y+ a0y = F() t or ( 1/( 2 oo o wn )) y+ ( 2ζ y)/ wn + y = KF( t) where wn = a0/ a2 = natural frequency 4

5 2 nd Order System ζ = a1/( 2( a0a2) 12 / ) Zeta= damping ratio The damping ratio is a measure of system damping, a property of a system that enables it to dissipate energy internally. Homogeneous solution Quadratic equations have two roots + + = >>λ, λ /( wn ) λ ( 2ζ / wn) λ 1 0 λ, λ = ζwn± wn ζ Homogeneous solution gives us the transient response Finds the roots of the characteristic equation The three forms of homogeneous solution depend on the value of damping 0<ζ<1 (underdamped) oscillatory response ζwt n 2 yh() t = Ce sin( wn 1 ζ t + θ ζ=1 (critically damped- asymptotically approaches SS) λ t yh()= t Ce 1 + C2te ζ>1 (overdamped) 1 λ 2t λ t yh()= t Ce + C e 1 λ 2t 1 2 5

6 Step Function Response Response equation given in text 3.15a-3.15c ζ=1 (critically damped) Y(t)=KA-KA(1+ ω n t)e - ω nt ) = 2π Td For an underdamped ωd system, the transient response is oscillatory, with a periodic behavior of period T = 2 π d ω, d with ringing frequency 2 wd = wn 1 ζ Note: this is dependent on the instrument, not the signal Ringing In instruments, this oscillatory behavior is called ringing. The ringing phenomenon and the associated ringing frequency are properties of the measurement system and are independent of the input signal. It is the free oscillation frequency of a system displaced from its equilibrium. 1. Duration of transient response controlled by ζω n. For ζ>1, the response y KA at t, but for larger ζω n the response is faster. 2. Time required to reach 90% of step input Au(t)=KA-y 0 is called rise time. Rise time is decreased by decreasing the damping ratio ζ. 3. Time to reach ±10% of steady state is called settling time for oscillatory systems. Note: a faster rise may not necessarily reach a steady state faster if the oscillations are large. 6

7 Note: Rise time; settling time Sine Function Input Response of 2 nd order system to F(t)=A sin ωt yt () = yh + { KAsin[ wt+ ϕ ( w)]} {[ 1 ( w/ w ) ] + ( 2ζ w/ wn) } / Frequency dependent phase shift ϕ ( w) = 1 2 tan ( 2ζ w/ wn)/( 1 ( w/ wn) ) n Exact form of y h depends on (ζ) damping ratio Note: h = homogeneous solution Steady State Response Y steady (t)=β(ω) sin [ωt+ϕ(ω)] Amplitude: B(ω)=KA/{[1-(ω/ ω n ) 2 ] 2 +(2ζ ω/ ω n ) 2 } 1/2 The amplitude of the output signal from a second-order measurement system is frequency dependent. 7

8 Magnitude Ratio Magnitude Ratio: m(ω) = B/KA ω n is a function of the measurement system ω is a function of the input signal Magnitude Ratio Fig 3.16 and Fig 3.17 in text demonstrate magnitude and phase as functions of ω/ ωn In ideal system, m(ω)=1.0 and ϕ(ω)=0 In general, as ω/ ω n gets large, m(ω) 0 and ϕ(ω) -π Phase Shift 8

9 Resonance Frequency w r = wn 1 2ζ 2 It is a property of MS, operating near resonance frequency. It can damage or distort either the data or the instrument. When ω = ω n, m(ω), and ϕ(ω) -π, it occurs for the underdamped system ζ = 0. It is called the resonance band. Systems with damping ζ > 0.7 do not resonate. Resonance Frequency cont: At low ω/ ω n, m(ω) 1 and ϕ(ω) 0. This is called the transmission band, which is defined by 3dB m(ω) -3dB. Here we have a representation of the dynamic signal content. At large ω/ ω n, m(ω) 0, which is called the filter band m(ω) -3dB Here we lose high frequency signal content, which is good only if you want low frequency information! Resonance Frequency cont: 9

10 Multiple-Function Inputs When models are used that are linear, ordinary differential equations subjected to inputs that are linear in terms of the dependent variable, the principle of superposition of linear systems will apply to the solution of these equations. Principle of Superposition The theory of superposition states that a linear combination of input signals applied to a linear measurement system produces an output signal that is simply the linear addition of the separate output signals that would result if each input term had been applied separately. Principle of Superposition The forcing function of a form: F( t) = A + 0 i=1 is applied to a system, then the combined steady response will have the form: n= 1 Where B(ω i )=KA i M(ω i ) ( A i sinω t) KA0 + B( ωi )sin[ ωit + φ( ωi )] i 10

11 Coupled Systems When a measurement system consists of more than one instrument, the measurement system behavior can become more complicated. As instruments in each stage of the system are connected, the output from one stage becomes the input to the next stage and so forth. Coupled Systems Such measurement systems will have an output response to the original input signal that is some combination of the individual instrument responses to the input. The system concepts of zero-, first-, and secondorder systems studied previously can be used for a case-by-case study of the coupled measurement system. This is done by considering the input to each stage of the measurement system as the output of the previous stage. 11

12 Coupled Systems The previous slide depicts a measurement system consisting of H interconnected devices, j = 1, 2,, H, each device described by a linear system model. Coupled Systems The overall transfer function of the combined system, G(s), will be the product of the transfer functions of each of the individual devices, G j (s), such that: KG(s) = K 1 G 1 (s)k 2 G 2 (s) K H G H (s) The overall system static sensitivity is described by: K = K 1 K 2 K 3 K H The overall system magnitude ratio will be the product: M(ω) = M 1 (ω)m 2 (ω) M H (ω) The overall system phase shift will be the sum: φ(ω) = φ 1 (ω) + φ 2 (ω) + + φ H (ω) 12

Chapter 5 Design. D. J. Inman 1/51 Mechanical Engineering at Virginia Tech

Chapter 5 Design. D. J. Inman 1/51 Mechanical Engineering at Virginia Tech Chapter 5 Design Acceptable vibration levels (ISO) Vibration isolation Vibration absorbers Effects of damping in absorbers Optimization Viscoelastic damping treatments Critical Speeds Design for vibration

More information

Systems Analysis and Control

Systems Analysis and Control Systems Analysis and Control Matthew M. Peet Arizona State University Lecture 21: Stability Margins and Closing the Loop Overview In this Lecture, you will learn: Closing the Loop Effect on Bode Plot Effect

More information

Notes on the Periodically Forced Harmonic Oscillator

Notes on the Periodically Forced Harmonic Oscillator Notes on the Periodically orced Harmonic Oscillator Warren Weckesser Math 38 - Differential Equations 1 The Periodically orced Harmonic Oscillator. By periodically forced harmonic oscillator, we mean the

More information

Introduction to Vibration. Mike Brennan UNESP, Ilha Solteira São Paulo Brazil

Introduction to Vibration. Mike Brennan UNESP, Ilha Solteira São Paulo Brazil Introduction to Vibration Mike Brennan UNESP, Ilha Solteira São Paulo Brazil Vibration Most vibrations are undesirable, but there are many instances where vibrations are useful Ultrasonic (very high

More information

Vibrations: Second Order Systems with One Degree of Freedom, Free Response

Vibrations: Second Order Systems with One Degree of Freedom, Free Response Single Degree of Freedom System 1.003J/1.053J Dynamics and Control I, Spring 007 Professor Thomas Peacock 5//007 Lecture 0 Vibrations: Second Order Systems with One Degree of Freedom, Free Response Single

More information

Systems Analysis and Control

Systems Analysis and Control Systems Analysis and Control Matthew M. Peet Illinois Institute of Technology Lecture 8: Response Characteristics Overview In this Lecture, you will learn: Characteristics of the Response Stability Real

More information

2. Determine whether the following pair of functions are linearly dependent, or linearly independent:

2. Determine whether the following pair of functions are linearly dependent, or linearly independent: Topics to be covered on the exam include: Recognizing, and verifying solutions to homogeneous second-order linear differential equations, and their corresponding Initial Value Problems Recognizing and

More information

Chapter 3. Second Order Measurement System Behaviour

Chapter 3. Second Order Measurement System Behaviour Chapter 3 Second Order Measurement System Behaviour 1 GENERAL MEASUREMENT SYSTEM MODEL INITIAL CONDITIONS y(0) SIGNAL INPUT F(t) MEASUREMENT SYSTEM SYSTEM OUTPUT y(t) Understanding the theoretical response

More information

4.9 Free Mechanical Vibrations

4.9 Free Mechanical Vibrations 4.9 Free Mechanical Vibrations Spring-Mass Oscillator When the spring is not stretched and the mass m is at rest, the system is at equilibrium. Forces Acting in the System When the mass m is displaced

More information

Process Control & Instrumentation (CH 3040)

Process Control & Instrumentation (CH 3040) First-order systems Process Control & Instrumentation (CH 3040) Arun K. Tangirala Department of Chemical Engineering, IIT Madras January - April 010 Lectures: Mon, Tue, Wed, Fri Extra class: Thu A first-order

More information

MASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Mechanical Engineering Dynamics and Control II Fall 2007

MASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Mechanical Engineering Dynamics and Control II Fall 2007 MASSACHUSETTS INSTITUTE OF TECHNOLOGY Department of Mechanical Engineering.4 Dynamics and Control II Fall 7 Problem Set #9 Solution Posted: Sunday, Dec., 7. The.4 Tower system. The system parameters are

More information

Section 3.7: Mechanical and Electrical Vibrations

Section 3.7: Mechanical and Electrical Vibrations Section 3.7: Mechanical and Electrical Vibrations Second order linear equations with constant coefficients serve as mathematical models for mechanical and electrical oscillations. For example, the motion

More information

Chapter 7: Time Domain Analysis

Chapter 7: Time Domain Analysis Chapter 7: Time Domain Analysis Samantha Ramirez Preview Questions How do the system parameters affect the response? How are the parameters linked to the system poles or eigenvalues? How can Laplace transforms

More information

Oscillations. Simple Harmonic Motion of a Mass on a Spring The equation of motion for a mass m is attached to a spring of constant k is

Oscillations. Simple Harmonic Motion of a Mass on a Spring The equation of motion for a mass m is attached to a spring of constant k is Dr. Alain Brizard College Physics I (PY 10) Oscillations Textbook Reference: Chapter 14 sections 1-8. Simple Harmonic Motion of a Mass on a Spring The equation of motion for a mass m is attached to a spring

More information

Modeling and Experimentation: Mass-Spring-Damper System Dynamics

Modeling and Experimentation: Mass-Spring-Damper System Dynamics Modeling and Experimentation: Mass-Spring-Damper System Dynamics Prof. R.G. Longoria Department of Mechanical Engineering The University of Texas at Austin July 20, 2014 Overview 1 This lab is meant to

More information

Damped Oscillation Solution

Damped Oscillation Solution Lecture 19 (Chapter 7): Energy Damping, s 1 OverDamped Oscillation Solution Damped Oscillation Solution The last case has β 2 ω 2 0 > 0. In this case we define another real frequency ω 2 = β 2 ω 2 0. In

More information

Course roadmap. Step response for 2nd-order system. Step response for 2nd-order system

Course roadmap. Step response for 2nd-order system. Step response for 2nd-order system ME45: Control Systems Lecture Time response of nd-order systems Prof. Clar Radcliffe and Prof. Jongeun Choi Department of Mechanical Engineering Michigan State University Modeling Laplace transform Transfer

More information

ME 375 EXAM #1 Friday, March 13, 2015 SOLUTION

ME 375 EXAM #1 Friday, March 13, 2015 SOLUTION ME 375 EXAM #1 Friday, March 13, 2015 SOLUTION PROBLEM 1 A system is made up of a homogeneous disk (of mass m and outer radius R), particle A (of mass m) and particle B (of mass m). The disk is pinned

More information

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation. is called the reduced equation of (N).

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation. is called the reduced equation of (N). Section 3.4. Second Order Nonhomogeneous Equations y + p(x)y + q(x)y = f(x) (N) The corresponding homogeneous equation y + p(x)y + q(x)y = 0 (H) is called the reduced equation of (N). 1 General Results

More information

Mathematical Physics

Mathematical Physics Mathematical Physics MP205 Vibrations and Waves Lecturer: Office: Lecture 9-10 Dr. Jiří Vala Room 1.9, Mathema

More information

Review: transient and steady-state response; DC gain and the FVT Today s topic: system-modeling diagrams; prototype 2nd-order system

Review: transient and steady-state response; DC gain and the FVT Today s topic: system-modeling diagrams; prototype 2nd-order system Plan of the Lecture Review: transient and steady-state response; DC gain and the FVT Today s topic: system-modeling diagrams; prototype 2nd-order system Plan of the Lecture Review: transient and steady-state

More information

Chapter 2 SDOF Vibration Control 2.1 Transfer Function

Chapter 2 SDOF Vibration Control 2.1 Transfer Function Chapter SDOF Vibration Control.1 Transfer Function mx ɺɺ( t) + cxɺ ( t) + kx( t) = F( t) Defines the transfer function as output over input X ( s) 1 = G( s) = (1.39) F( s) ms + cs + k s is a complex number:

More information

Control of Manufacturing Processes

Control of Manufacturing Processes Control of Manufacturing Processes Subject 2.830 Spring 2004 Lecture #18 Basic Control Loop Analysis" April 15, 2004 Revisit Temperature Control Problem τ dy dt + y = u τ = time constant = gain y ss =

More information

Outline of parts 1 and 2

Outline of parts 1 and 2 to Harmonic Loading http://intranet.dica.polimi.it/people/boffi-giacomo Dipartimento di Ingegneria Civile Ambientale e Territoriale Politecnico di Milano March, 6 Outline of parts and of an Oscillator

More information

Vibrations of Single Degree of Freedom Systems

Vibrations of Single Degree of Freedom Systems Vibrations of Single Degree of Freedom Systems CEE 541. Structural Dynamics Department of Civil and Environmental Engineering Duke University Henri P. Gavin Fall, 16 This document describes free and forced

More information

A Guide to linear dynamic analysis with Damping

A Guide to linear dynamic analysis with Damping A Guide to linear dynamic analysis with Damping This guide starts from the applications of linear dynamic response and its role in FEA simulation. Fundamental concepts and principles will be introduced

More information

Math Assignment 5

Math Assignment 5 Math 2280 - Assignment 5 Dylan Zwick Fall 2013 Section 3.4-1, 5, 18, 21 Section 3.5-1, 11, 23, 28, 35, 47, 56 Section 3.6-1, 2, 9, 17, 24 1 Section 3.4 - Mechanical Vibrations 3.4.1 - Determine the period

More information

Chapter 14. Oscillations. Oscillations Introductory Terminology Simple Harmonic Motion:

Chapter 14. Oscillations. Oscillations Introductory Terminology Simple Harmonic Motion: Chapter 14 Oscillations Oscillations Introductory Terminology Simple Harmonic Motion: Kinematics Energy Examples of Simple Harmonic Oscillators Damped and Forced Oscillations. Resonance. Periodic Motion

More information

MSE 383, Unit 3-3. Joshua U. Otaigbe Iowa State University Materials Science & Engineering Dept.

MSE 383, Unit 3-3. Joshua U. Otaigbe Iowa State University Materials Science & Engineering Dept. Dynamic Mechanical Behavior MSE 383, Unit 3-3 Joshua U. Otaigbe Iowa State University Materials Science & Engineering Dept. Scope Why DMA & TTS? DMA Dynamic Mechanical Behavior (DMA) Superposition Principles

More information

WEEKS 8-9 Dynamics of Machinery

WEEKS 8-9 Dynamics of Machinery WEEKS 8-9 Dynamics of Machinery References Theory of Machines and Mechanisms, J.J.Uicker, G.R.Pennock ve J.E. Shigley, 2011 Mechanical Vibrations, Singiresu S. Rao, 2010 Mechanical Vibrations: Theory and

More information

Second Order Systems

Second Order Systems Second Order Systems independent energy storage elements => Resonance: inertance & capacitance trade energy, kinetic to potential Example: Automobile Suspension x z vertical motions suspension spring shock

More information

Vibration Testing. an excitation source a device to measure the response a digital signal processor to analyze the system response

Vibration Testing. an excitation source a device to measure the response a digital signal processor to analyze the system response Vibration Testing For vibration testing, you need an excitation source a device to measure the response a digital signal processor to analyze the system response i) Excitation sources Typically either

More information

Transient response via gain adjustment. Consider a unity feedback system, where G(s) = 2. The closed loop transfer function is. s 2 + 2ζωs + ω 2 n

Transient response via gain adjustment. Consider a unity feedback system, where G(s) = 2. The closed loop transfer function is. s 2 + 2ζωs + ω 2 n Design via frequency response Transient response via gain adjustment Consider a unity feedback system, where G(s) = ωn 2. The closed loop transfer function is s(s+2ζω n ) T(s) = ω 2 n s 2 + 2ζωs + ω 2

More information

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation Section 3.4. Second Order Nonhomogeneous Equations y + p(x)y + q(x)y = f(x) (N) The corresponding homogeneous equation y + p(x)y + q(x)y = 0 (H) is called the reduced equation of (N). 1 General Results

More information

4.2 Homogeneous Linear Equations

4.2 Homogeneous Linear Equations 4.2 Homogeneous Linear Equations Homogeneous Linear Equations with Constant Coefficients Consider the first-order linear differential equation with constant coefficients a 0 and b. If f(t) = 0 then this

More information

Coverage: through entire course material (updated July 18, 2017) Terminology/miscellaneous. for a linear instrument:

Coverage: through entire course material (updated July 18, 2017) Terminology/miscellaneous. for a linear instrument: Boston University ME 310: Summer 017 Course Notes Prof. C. Farny DISCLAIMER: This document is meant to serve as a reference and an overview, and not an exclusive study guide for the course. Coverage: through

More information

Dynamic Response. Assoc. Prof. Enver Tatlicioglu. Department of Electrical & Electronics Engineering Izmir Institute of Technology.

Dynamic Response. Assoc. Prof. Enver Tatlicioglu. Department of Electrical & Electronics Engineering Izmir Institute of Technology. Dynamic Response Assoc. Prof. Enver Tatlicioglu Department of Electrical & Electronics Engineering Izmir Institute of Technology Chapter 3 Assoc. Prof. Enver Tatlicioglu (EEE@IYTE) EE362 Feedback Control

More information

Transduction Based on Changes in the Energy Stored in an Electrical Field

Transduction Based on Changes in the Energy Stored in an Electrical Field Lecture 6- Transduction Based on Changes in the Energy Stored in an Electrical Field Actuator Examples Microgrippers Normal force driving In-plane force driving» Comb-drive device F = εav d 1 ε oε F rwv

More information

e jωt = cos(ωt) + jsin(ωt),

e jωt = cos(ωt) + jsin(ωt), This chapter introduces you to the most useful mechanical oscillator model, a mass-spring system with a single degree of freedom. Basic understanding of this system is the gateway to the understanding

More information

Oscillatory Motion SHM

Oscillatory Motion SHM Chapter 15 Oscillatory Motion SHM Dr. Armen Kocharian Periodic Motion Periodic motion is motion of an object that regularly repeats The object returns to a given position after a fixed time interval A

More information

Control Systems, Lecture04

Control Systems, Lecture04 Control Systems, Lecture04 İbrahim Beklan Küçükdemiral Yıldız Teknik Üniversitesi 2015 1 / 53 Transfer Functions The output response of a system is the sum of two responses: the forced response and the

More information

Dynamics of structures

Dynamics of structures Dynamics of structures 1.2 Viscous damping Luc St-Pierre October 30, 2017 1 / 22 Summary so far We analysed the spring-mass system and found that its motion is governed by: mẍ(t) + kx(t) = 0 k y m x x

More information

Section 4.9; Section 5.6. June 30, Free Mechanical Vibrations/Couple Mass-Spring System

Section 4.9; Section 5.6. June 30, Free Mechanical Vibrations/Couple Mass-Spring System Section 4.9; Section 5.6 Free Mechanical Vibrations/Couple Mass-Spring System June 30, 2009 Today s Session Today s Session A Summary of This Session: Today s Session A Summary of This Session: (1) Free

More information

Control of Manufacturing Processes

Control of Manufacturing Processes Control of Manufacturing Processes Subject 2.830 Spring 2004 Lecture #19 Position Control and Root Locus Analysis" April 22, 2004 The Position Servo Problem, reference position NC Control Robots Injection

More information

Introduction to Vibration. Professor Mike Brennan

Introduction to Vibration. Professor Mike Brennan Introduction to Vibration Professor Mie Brennan Introduction to Vibration Nature of vibration of mechanical systems Free and forced vibrations Frequency response functions Fundamentals For free vibration

More information

OSCILLATIONS ABOUT EQUILIBRIUM

OSCILLATIONS ABOUT EQUILIBRIUM OSCILLATIONS ABOUT EQUILIBRIUM Chapter 13 Units of Chapter 13 Periodic Motion Simple Harmonic Motion Connections between Uniform Circular Motion and Simple Harmonic Motion The Period of a Mass on a Spring

More information

Math 221 Topics since the second exam

Math 221 Topics since the second exam Laplace Transforms. Math 1 Topics since the second exam There is a whole different set of techniques for solving n-th order linear equations, which are based on the Laplace transform of a function. For

More information

Homework 7 - Solutions

Homework 7 - Solutions Homework 7 - Solutions Note: This homework is worth a total of 48 points. 1. Compensators (9 points) For a unity feedback system given below, with G(s) = K s(s + 5)(s + 11) do the following: (c) Find the

More information

Vibrations Qualifying Exam Study Material

Vibrations Qualifying Exam Study Material Vibrations Qualifying Exam Study Material The candidate is expected to have a thorough understanding of engineering vibrations topics. These topics are listed below for clarification. Not all instructors

More information

MATH 251 Week 6 Not collected, however you are encouraged to approach all problems to prepare for exam

MATH 251 Week 6 Not collected, however you are encouraged to approach all problems to prepare for exam MATH 51 Week 6 Not collected, however you are encouraged to approach all problems to prepare for exam A collection of previous exams could be found at the coordinator s web: http://www.math.psu.edu/tseng/class/m51samples.html

More information

(A) (B) (D) (C) 1.5. Amplitude (volts) 1.5. Amplitude (volts) Time (seconds) Time (seconds)

(A) (B) (D) (C) 1.5. Amplitude (volts) 1.5. Amplitude (volts) Time (seconds) Time (seconds) Reminder: Lab #1 : Limitations of A/D conversion Lab #2 : Thermocouple, static and dynamic calibration Lab #3 : Conversion of work into heat Lab #4 : Pressure transducer, static and dynamic calibration

More information

Free Vibration of Single-Degree-of-Freedom (SDOF) Systems

Free Vibration of Single-Degree-of-Freedom (SDOF) Systems Free Vibration of Single-Degree-of-Freedom (SDOF) Systems Procedure in solving structural dynamics problems 1. Abstraction/modeling Idealize the actual structure to a simplified version, depending on the

More information

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation. is called the reduced equation of (N).

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation. is called the reduced equation of (N). Section 3.4. Second Order Nonhomogeneous Equations y + p(x)y + q(x)y = f(x) (N) The corresponding homogeneous equation y + p(x)y + q(x)y = 0 (H) is called the reduced equation of (N). 1 General Results

More information

Analysis and Design of Control Systems in the Time Domain

Analysis and Design of Control Systems in the Time Domain Chapter 6 Analysis and Design of Control Systems in the Time Domain 6. Concepts of feedback control Given a system, we can classify it as an open loop or a closed loop depends on the usage of the feedback.

More information

Differential Equations

Differential Equations Differential Equations A differential equation (DE) is an equation which involves an unknown function f (x) as well as some of its derivatives. To solve a differential equation means to find the unknown

More information

Systems Analysis and Control

Systems Analysis and Control Systems Analysis and Control Matthew M. Peet Illinois Institute of Technology Lecture 2: Drawing Bode Plots, Part 2 Overview In this Lecture, you will learn: Simple Plots Real Zeros Real Poles Complex

More information

APPLICATIONS FOR ROBOTICS

APPLICATIONS FOR ROBOTICS Version: 1 CONTROL APPLICATIONS FOR ROBOTICS TEX d: Feb. 17, 214 PREVIEW We show that the transfer function and conditions of stability for linear systems can be studied using Laplace transforms. Table

More information

Department of Mechanical and Aerospace Engineering. MAE334 - Introduction to Instrumentation and Computers. Final Examination.

Department of Mechanical and Aerospace Engineering. MAE334 - Introduction to Instrumentation and Computers. Final Examination. Name: Number: Department of Mechanical and Aerospace Engineering MAE334 - Introduction to Instrumentation and Computers Final Examination December 12, 2003 Closed Book and Notes 1. Be sure to fill in your

More information

VIBRATION ANALYSIS OF E-GLASS FIBRE RESIN MONO LEAF SPRING USED IN LMV

VIBRATION ANALYSIS OF E-GLASS FIBRE RESIN MONO LEAF SPRING USED IN LMV VIBRATION ANALYSIS OF E-GLASS FIBRE RESIN MONO LEAF SPRING USED IN LMV Mohansing R. Pardeshi 1, Dr. (Prof.) P. K. Sharma 2, Prof. Amit Singh 1 M.tech Research Scholar, 2 Guide & Head, 3 Co-guide & Assistant

More information

Dynamic circuits: Frequency domain analysis

Dynamic circuits: Frequency domain analysis Electronic Circuits 1 Dynamic circuits: Contents Free oscillation and natural frequency Transfer functions Frequency response Bode plots 1 System behaviour: overview 2 System behaviour : review solution

More information

Second order linear equations

Second order linear equations Second order linear equations Samy Tindel Purdue University Differential equations - MA 266 Taken from Elementary differential equations by Boyce and DiPrima Samy T. Second order equations Differential

More information

Equations. A body executing simple harmonic motion has maximum acceleration ) At the mean positions ) At the two extreme position 3) At any position 4) he question is irrelevant. A particle moves on the

More information

M A : Ordinary Differential Equations

M A : Ordinary Differential Equations M A 2 0 5 1: Ordinary Differential Equations Essential Class Notes & Graphics D 19 * 2018-2019 Sections D07 D11 & D14 1 1. INTRODUCTION CLASS 1 ODE: Course s Overarching Functions An introduction to the

More information

This work is licensed under a Creative Commons Attribution-Noncommercial-Share Alike 4.0 License.

This work is licensed under a Creative Commons Attribution-Noncommercial-Share Alike 4.0 License. University of Rhode Island DigitalCommons@URI Classical Dynamics Physics Course Materials 015 14. Oscillations Gerhard Müller University of Rhode Island, gmuller@uri.edu Creative Commons License This wor

More information

Simple Harmonic Motion Test Tuesday 11/7

Simple Harmonic Motion Test Tuesday 11/7 Simple Harmonic Motion Test Tuesday 11/7 Chapter 11 Vibrations and Waves 1 If an object vibrates or oscillates back and forth over the same path, each cycle taking the same amount of time, the motion is

More information

C(s) R(s) 1 C(s) C(s) C(s) = s - T. Ts + 1 = 1 s - 1. s + (1 T) Taking the inverse Laplace transform of Equation (5 2), we obtain

C(s) R(s) 1 C(s) C(s) C(s) = s - T. Ts + 1 = 1 s - 1. s + (1 T) Taking the inverse Laplace transform of Equation (5 2), we obtain analyses of the step response, ramp response, and impulse response of the second-order systems are presented. Section 5 4 discusses the transient-response analysis of higherorder systems. Section 5 5 gives

More information

Sinusoidal Forcing of a First-Order Process. / τ

Sinusoidal Forcing of a First-Order Process. / τ Frequency Response Analysis Chapter 3 Sinusoidal Forcing of a First-Order Process For a first-order transfer function with gain K and time constant τ, the response to a general sinusoidal input, xt = A

More information

Control System (ECE411) Lectures 13 & 14

Control System (ECE411) Lectures 13 & 14 Control System (ECE411) Lectures 13 & 14, Professor Department of Electrical and Computer Engineering Colorado State University Fall 2016 Steady-State Error Analysis Remark: For a unity feedback system

More information

( ) Frequency Response Analysis. Sinusoidal Forcing of a First-Order Process. Chapter 13. ( ) sin ω () (

( ) Frequency Response Analysis. Sinusoidal Forcing of a First-Order Process. Chapter 13. ( ) sin ω () ( 1 Frequency Response Analysis Sinusoidal Forcing of a First-Order Process For a first-order transfer function with gain K and time constant τ, the response to a general sinusoidal input, xt = A tis: sin

More information

Raktim Bhattacharya. . AERO 422: Active Controls for Aerospace Vehicles. Frequency Response-Design Method

Raktim Bhattacharya. . AERO 422: Active Controls for Aerospace Vehicles. Frequency Response-Design Method .. AERO 422: Active Controls for Aerospace Vehicles Frequency Response- Method Raktim Bhattacharya Laboratory For Uncertainty Quantification Aerospace Engineering, Texas A&M University. ... Response to

More information

Chapter 7 Vibration Measurement and Applications

Chapter 7 Vibration Measurement and Applications Chapter 7 Vibration Measurement and Applications Dr. Tan Wei Hong School of Mechatronic Engineering Universiti Malaysia Perlis (UniMAP) Pauh Putra Campus ENT 346 Vibration Mechanics Chapter Outline 7.1

More information

Index. Index. More information. in this web service Cambridge University Press

Index. Index. More information.  in this web service Cambridge University Press A-type elements, 4 7, 18, 31, 168, 198, 202, 219, 220, 222, 225 A-type variables. See Across variable ac current, 172, 251 ac induction motor, 251 Acceleration rotational, 30 translational, 16 Accumulator,

More information

Mathematical Modeling and response analysis of mechanical systems are the subjects of this chapter.

Mathematical Modeling and response analysis of mechanical systems are the subjects of this chapter. Chapter 3 Mechanical Systems A. Bazoune 3.1 INRODUCION Mathematical Modeling and response analysis of mechanical systems are the subjects of this chapter. 3. MECHANICAL ELEMENS Any mechanical system consists

More information

Ch 3.7: Mechanical & Electrical Vibrations

Ch 3.7: Mechanical & Electrical Vibrations Ch 3.7: Mechanical & Electrical Vibrations Two important areas of application for second order linear equations with constant coefficients are in modeling mechanical and electrical oscillations. We will

More information

Work sheet / Things to know. Chapter 3

Work sheet / Things to know. Chapter 3 MATH 251 Work sheet / Things to know 1. Second order linear differential equation Standard form: Chapter 3 What makes it homogeneous? We will, for the most part, work with equations with constant coefficients

More information

Automatic Control 2. Loop shaping. Prof. Alberto Bemporad. University of Trento. Academic year

Automatic Control 2. Loop shaping. Prof. Alberto Bemporad. University of Trento. Academic year Automatic Control 2 Loop shaping Prof. Alberto Bemporad University of Trento Academic year 21-211 Prof. Alberto Bemporad (University of Trento) Automatic Control 2 Academic year 21-211 1 / 39 Feedback

More information

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation. is called the reduced equation of (N).

Section 3.4. Second Order Nonhomogeneous. The corresponding homogeneous equation. is called the reduced equation of (N). Section 3.4. Second Order Nonhomogeneous Equations y + p(x)y + q(x)y = f(x) (N) The corresponding homogeneous equation y + p(x)y + q(x)y = 0 (H) is called the reduced equation of (N). 1 General Results

More information

ME 563 HOMEWORK # 7 SOLUTIONS Fall 2010

ME 563 HOMEWORK # 7 SOLUTIONS Fall 2010 ME 563 HOMEWORK # 7 SOLUTIONS Fall 2010 PROBLEM 1: Given the mass matrix and two undamped natural frequencies for a general two degree-of-freedom system with a symmetric stiffness matrix, find the stiffness

More information

APPLICATIONS OF SECOND-ORDER DIFFERENTIAL EQUATIONS

APPLICATIONS OF SECOND-ORDER DIFFERENTIAL EQUATIONS APPLICATIONS OF SECOND-ORDER DIFFERENTIAL EQUATIONS Second-order linear differential equations have a variety of applications in science and engineering. In this section we explore two of them: the vibration

More information

Chapter 8: Frequency Domain Analysis

Chapter 8: Frequency Domain Analysis Chapter 8: Frequency Domain Analysis Samantha Ramirez Preview Questions 1. What is the steady-state response of a linear system excited by a cyclic or oscillatory input? 2. How does one characterize the

More information

Lab 11 - Free, Damped, and Forced Oscillations

Lab 11 - Free, Damped, and Forced Oscillations Lab 11 Free, Damped, and Forced Oscillations L11-1 Name Date Partners Lab 11 - Free, Damped, and Forced Oscillations OBJECTIVES To understand the free oscillations of a mass and spring. To understand how

More information

Fourier transforms. c n e inπx. f (x) = Write same thing in an equivalent form, using n = 1, f (x) = l π

Fourier transforms. c n e inπx. f (x) = Write same thing in an equivalent form, using n = 1, f (x) = l π Fourier transforms We can imagine our periodic function having periodicity taken to the limits ± In this case, the function f (x) is not necessarily periodic, but we can still use Fourier transforms (related

More information

Radar Dish. Armature controlled dc motor. Inside. θ r input. Outside. θ D output. θ m. Gearbox. Control Transmitter. Control. θ D.

Radar Dish. Armature controlled dc motor. Inside. θ r input. Outside. θ D output. θ m. Gearbox. Control Transmitter. Control. θ D. Radar Dish ME 304 CONTROL SYSTEMS Mechanical Engineering Department, Middle East Technical University Armature controlled dc motor Outside θ D output Inside θ r input r θ m Gearbox Control Transmitter

More information

MA 266 Review Topics - Exam # 2 (updated)

MA 266 Review Topics - Exam # 2 (updated) MA 66 Reiew Topics - Exam # updated Spring First Order Differential Equations Separable, st Order Linear, Homogeneous, Exact Second Order Linear Homogeneous with Equations Constant Coefficients The differential

More information

Systems Analysis and Control

Systems Analysis and Control Systems Analysis and Control Matthew M. Peet Arizona State University Lecture 8: Response Characteristics Overview In this Lecture, you will learn: Characteristics of the Response Stability Real Poles

More information

Sinusoids. Amplitude and Magnitude. Phase and Period. CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation

Sinusoids. Amplitude and Magnitude. Phase and Period. CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation Sinusoids CMPT 889: Lecture Sinusoids, Complex Exponentials, Spectrum Representation Tamara Smyth, tamaras@cs.sfu.ca School of Computing Science, Simon Fraser University September 6, 005 Sinusoids are

More information

MAT187H1F Lec0101 Burbulla

MAT187H1F Lec0101 Burbulla Spring 2017 Second Order Linear Homogeneous Differential Equation DE: A(x) d 2 y dx 2 + B(x)dy dx + C(x)y = 0 This equation is called second order because it includes the second derivative of y; it is

More information

EE C128 / ME C134 Fall 2014 HW 8 - Solutions. HW 8 - Solutions

EE C128 / ME C134 Fall 2014 HW 8 - Solutions. HW 8 - Solutions EE C28 / ME C34 Fall 24 HW 8 - Solutions HW 8 - Solutions. Transient Response Design via Gain Adjustment For a transfer function G(s) = in negative feedback, find the gain to yield a 5% s(s+2)(s+85) overshoot

More information

Laboratory notes. Torsional Vibration Absorber

Laboratory notes. Torsional Vibration Absorber Titurus, Marsico & Wagg Torsional Vibration Absorber UoB/1-11, v1. Laboratory notes Torsional Vibration Absorber Contents 1 Objectives... Apparatus... 3 Theory... 3 3.1 Background information... 3 3. Undamped

More information

Lecture XXVI. Morris Swartz Dept. of Physics and Astronomy Johns Hopkins University November 5, 2003

Lecture XXVI. Morris Swartz Dept. of Physics and Astronomy Johns Hopkins University November 5, 2003 Lecture XXVI Morris Swartz Dept. of Physics and Astronomy Johns Hopins University morris@jhu.edu November 5, 2003 Lecture XXVI: Oscillations Oscillations are periodic motions. There are many examples of

More information

CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation

CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation CMPT 889: Lecture 2 Sinusoids, Complex Exponentials, Spectrum Representation Tamara Smyth, tamaras@cs.sfu.ca School of Computing Science, Simon Fraser University September 26, 2005 1 Sinusoids Sinusoids

More information

AA242B: MECHANICAL VIBRATIONS

AA242B: MECHANICAL VIBRATIONS AA242B: MECHANICAL VIBRATIONS 1 / 50 AA242B: MECHANICAL VIBRATIONS Undamped Vibrations of n-dof Systems These slides are based on the recommended textbook: M. Géradin and D. Rixen, Mechanical Vibrations:

More information

Dynamic System Response. Dynamic System Response K. Craig 1

Dynamic System Response. Dynamic System Response K. Craig 1 Dynamic System Response Dynamic System Response K. Craig 1 Dynamic System Response LTI Behavior vs. Non-LTI Behavior Solution of Linear, Constant-Coefficient, Ordinary Differential Equations Classical

More information

MODULE I. Transient Response:

MODULE I. Transient Response: Transient Response: MODULE I The Transient Response (also known as the Natural Response) is the way the circuit responds to energies stored in storage elements, such as capacitors and inductors. If a capacitor

More information

Chapter 4 Transients. Chapter 4 Transients

Chapter 4 Transients. Chapter 4 Transients Chapter 4 Transients Chapter 4 Transients 1. Solve first-order RC or RL circuits. 2. Understand the concepts of transient response and steady-state response. 1 3. Relate the transient response of first-order

More information

AMME3500: System Dynamics & Control

AMME3500: System Dynamics & Control Stefan B. Williams May, 211 AMME35: System Dynamics & Control Assignment 4 Note: This assignment contributes 15% towards your final mark. This assignment is due at 4pm on Monday, May 3 th during Week 13

More information

M A : Ordinary Differential Equations

M A : Ordinary Differential Equations M A 2 0 5 1: Ordinary Differential Equations Essential Class Notes & Graphics C 17 * Sections C11-C18, C20 2016-2017 1 Required Background 1. INTRODUCTION CLASS 1 The definition of the derivative, Derivative

More information

(b) A unity feedback system is characterized by the transfer function. Design a suitable compensator to meet the following specifications:

(b) A unity feedback system is characterized by the transfer function. Design a suitable compensator to meet the following specifications: 1. (a) The open loop transfer function of a unity feedback control system is given by G(S) = K/S(1+0.1S)(1+S) (i) Determine the value of K so that the resonance peak M r of the system is equal to 1.4.

More information

Response of Second-Order Systems

Response of Second-Order Systems Unit 3 Response of SecondOrder Systems In this unit, we consider the natural and step responses of simple series and parallel circuits containing inductors, capacitors and resistors. The equations which

More information

Chapter 14. PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman. Lectures by Wayne Anderson

Chapter 14. PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman. Lectures by Wayne Anderson Chapter 14 Periodic Motion PowerPoint Lectures for University Physics, Thirteenth Edition Hugh D. Young and Roger A. Freedman Lectures by Wayne Anderson Goals for Chapter 14 To describe oscillations in

More information