1 / 35

ME 440 Intermediate Vibrations

ME 440 Intermediate Vibrations. Spring 2009 Tu, January 20. Dan Negrut University of Wisconsin, Madison. Before we get started…. Today: ME440 Logistics Syllabus Grading scheme Start Chapter 1, “Fundamentals of Vibrations” HW Assigned: 1.79 HW due in one week. 2. ME440.

paul
Télécharger la présentation

ME 440 Intermediate Vibrations

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. ME 440Intermediate Vibrations Spring 2009 Tu, January 20 Dan NegrutUniversity of Wisconsin, Madison

  2. Before we get started… • Today: • ME440 Logistics • Syllabus • Grading scheme • Start Chapter 1, “Fundamentals of Vibrations” • HW Assigned: 1.79 • HW due in one week 2

  3. ME440 • Course Objective • The purpose of the course is to develop the skills needed to design and analyze mechanical systems in which vibration problems are typically encountered. These skills include analytical and numerical techniques that allow the student to model the system, analyze the system performance and employ the necessary design changes. Emphasis is placed on developing a thorough understanding of how the changes in system parameters affect the system response. • Catalog Description: • Analytical methods for solution of typical vibratory and balancing problems encountered in engines and other mechanical systems. Special emphasis on dampers and absorbers. 3

  4. Course Outcomes • Students must have the ability to: • 1. Derive the equations of motion of single and multi-degree of freedom systems, using Newton's Laws and energy methods. • 2. Determine the natural frequencies and mode shapes of single and multi-degree of freedom systems. • 3. Evaluate the dynamic response of single and multi-degree of freedom systems under impulse loadings, harmonic loadings, and general periodic excitation. • 4. Apply modal analysis and orthogonality conditions to establish the dynamic characteristics of multi-degree of freedom systems. • 5. Generate finite element models of discrete systems to simulate the dynamic response to initial conditions and external excitations. 4

  5. Instructor: Dan Negrut • Polytechnic Institute of Bucharest, Romania • B.S. – Aerospace Engineering (1992) • The University of Iowa, Iowa-City • Ph.D. – Mechanical Engineering (1998) • MSC.Software, Ann Arbor, MI • Product Development Engineer 1998-2005 • The University of Michigan • Adjunct Assistant Professor, Dept. of Mathematics (2004) • Division of Mathematics and Computer Science, Argonne National Laboratory • Visiting Scientist 2004-2005, 2006 • The University of Wisconsin-Madison, Joined in Nov. 2005 • Research: Computer Aided Engineering (tech. lead, Simulation-Based Engineering Lab) • Focus: Computational Dynamics (http://sbel.wisc.edu) 5

  6. Good to know… • Time: 9:30-10:45 AM • Location: • 3349EH (through end of Jan) • 3126ME (after Feb. 1) • Office: 2035ME • Phone: 608 890-0914 • E-Mail: negrut@engr.wisc.edu • Grader:Naresh Khude, khude@wisc.edu 6

  7. ME 440 Fall 2009 • Office Hours • Monday 2 – 4 PM • Wednesday 2 – 4 PM • Friday 3 – 4 PM 7

  8. Text • S. S. Rao – Mechanical Vibrations • Pearson Prentice Hall • Fourth edition (2004) • We’ll cover material out of first six chapters • On a couple of occasions, the material in the book will be supplemented with notes • Available at Wendt Library (on reserve) • Paperback international edition available for $35 ($150 for hardcover) 8

  9. Other Tidbits • Handouts will be printed out and provided before each lecture • Good idea to organize material provided in a folder • Useful for PhD Qualifying exam, useful in industry • Lecture slides will be made available online • http://sbel.wisc.edu/Courses/ME440/2009/index.htm • I’m in the process of reorganizing the class material • Moving from transparency to slide format • Grades will be maintained online at https://LearnUW.wisc.edu • Schedule will be updated as we go and will contain info about • Topics we cover • Homework assignments 9

  10. Grading • Homework + Projects 40% • Exam 1 (Feb. 24) 20% • Exam 2 (Apr. 7) 20% • Exam 3 (May 7) 20% • Total 100% NOTE: • Score related questions (homeworks/exams/projects) must be raised prior to next class after the homeworks/exams/project is returned. • Exam 3 will serve as the final exam and it will be comprehensive 10

  11. Homework • Weekly if not daily homework • Assigned at the end of each class • Due at the beginning of the class, one week later • No late homework accepted • Two lowest score homeworks will be dropped • Grading • Each problem scored on a 1-10 scale (10 – best) • For each HW an average will be computed on a 1-10 scale • Solutions to select problems will be posted at Learn@UW 11

  12. Midterm Exams • Scheduled dates on syllabus • Tu, 02/24 – covers chapters 1 through 3 • Tu, 04/07 – covers chapter 4 through 5 • Th, 05/07 – comprehensive, chapters 1 through 6 • A review session will be offered prior to each exam • One day prior to the exam, at 7:15PM • Will run about two hours long • Room: 3126ME 12

  13. Final Exam • There will be no final exam • The third exam will be a comprehensive exam 13

  14. Scores and Grades ScoreGrade 94-100 A 87-93 AB 80-86 B 73-79 BC 66-72 C 55-65 D <54 F • Grading will not be done on a curve • Final score will be rounded to the nearest integer prior to having a letter assigned • 86.59 becomes AB • 86.47 becomes B 14

  15. Prerequisite:ME340 15

  16. MATLAB and Simulink • Integrated into every chapter in the text • You are responsible for brushing up on your MATLAB skills • I’ll offer a MATLAB Workshop (outside class) • Friday, January 30 1 to 4 PM (room 1051ECB) • Topics covered: working in MATLAB, working with matrices, m-file: functions and scripts, for loops/while loops, if statements, 2-D plots • Actually it covers more than you need to know for ME440 • Offered to ME students, seating is limited, register if you plan to attend • Resources posted on course website • MATLAB workshop tutorial 16

  17. ME440 Major Topics • Chapter 1 – Fundamentals of Vibrations • Chapter 2 – Free Vibrations of Single DOF Systems • Chapter 3 – Harmonically Excited Vibration • Chapter 4 – Vibration Under General Forcing Conditions • Chapter 5 – Two Degree of Freedom Systems • Chapter 6 – Multidegree of Freedom Systems 17

  18. This Course… • Be active, pay attention, ask questions • A rather intense class • The most important thing is taking care of homework • Reading the text is important • The class builds on itself – essential to start strong and keep up • Your feedback is important • Provide feedback – both during and at end of the semester 18

  19. End: ME440 Logistics, Syllabus Discussion Begin: Chapter 1 - Fundamentals of Vibration 19

  20. Mechanical Vibrations: The Framework • How has this topic, Mechanical Vibrations, come to be? • Just like many other topics in Engineering: • A physical system is given to you (you have a problem to solve) • You generate an abstraction of that actual system (problem) • In other words, you generate a model of the system • You apply the laws of physics to get the equations that govern the time evolution of the model • You solve the differential equations to find the solution of interest • Post-processing might be necessary… 20

  21. Mechanical Vibrations: The Framework (Contd) • Picture worth all the words on previous slide: 21

  22. What is the problem here? • Both the mass-spring-damper system and the string system lead to an oscillatory motion • Vibration, Oscillation: • Any motion that repeats itself after in interval of time • For the mass-spring-damper: • One degree of freedom system • Everything is settled once you get the solution x(t) • You get x(t) as the solution of an Initial Value Problem (IVP) • For the string: • An infinite number of degrees of freedom • You need the string deflection at each location x between 0 and L • You get the string deflection as a function of time and location based on both initial conditions and boundary conditions – solution of a set of Partial Differential Equations 22

  23. The Concept of Degree of Freedom • Degree of Freedom • This concept means different things to different people • In ME440: • The minimum number of coordinates (“states”, “unknowns”, etc.) that you need to have in your model to uniquely specify the position/orientation of each component in your model 23

  24. Type of Math Problems in Vibrations • Two different problems lead to two different models • Lumped systems – lead to ODEs • Continuous systems – leads to PDEs • PDEs are significantly more difficult to solve • In this class, we’ll almost exclusively deal with systems that lead to ODE problems (lumped systems, discrete systems) • See next slide… 24

  25. Typical ME440 Problem • Not only that we are going to mostly deal with ODEs, but they are typically linear • Nonlinear ODEs are most of the time impossible to solve in close form • You end up using a numerical algorithm to find an approximate solution • We’ll work in the blue boxes 25

  26. Linear or Nonlinear ODE 26

  27. How Things Happen… • In a oscillatory motion, one type of energy gets converted into a different type of energy time and again… • Think of a pendulum • Potential energy gets converted into kinetic energy which gets connected back into potential energy, etc. • Note that energy dissipation almost always occurs, so the oscillatory motion is damped • Air resistance, heat dissipation due to friction, etc. 27

  28. Vibration, the Characters in the Play • One needs elements capable of storing/dissipating various forms of energy: • Springs – capable of storing potential energy • Masses – capable of acquiring kinetic energy • Damping elements –involved in the energy dissipation • Actuators – the elements that apply an external forcing or impose a prescribed motion on parts of a system • NOTE: The systems (problems) that we’ll analyze in 440 lead to models based on a combination of these four elements 28

  29. Springs… • A component/system that relates a displacement to a force that is required to produce that displacement • Physically, it’s often times a mechanical link typically assumed to have negligible mass and damping • We’ll work most of the time with linear springs • NOTE: After reaching the yield point A, even a linear spring stops behaving linearly 29

  30. Hardening Linear Force Softening Deflection Spring (Stiffness) Element • F is the force exerted by the spring • x1, x2 are the displacements of spring end points • Spring deflection x= x2-x1 x2 x1 F F • Linear springs: k = stiffness (units = N/m or lb/in) Energy Stored (linear springs) 30

  31. ‘Springs Don’t Necessarily Look Like Springs’Spring Constants of Common Elements 31

  32. Example (Equivalent Spring) • Assume that mass of beam is negligible in comparison with end mass. • Denote by W=mg weight of the end mass • Static deflection of the cantilever beam is given by • The equivalent spring has the stiffness: 32

  33. x x keq k k 2 1 M M F Springs Acting in Series F Note that two springs are in series when: a) They are experiencing the same tension (or compression) b) You’d add up the deformations to get the total deformation x Exercise: Show that the equivalent spring constant keq is such that: The idea is that you want to determine one abstract spring that has keq that deforms by the same amount when it’s subject to F. 33

  34. x x k keq 1 k M M 2 Springs Acting in Parallel F F Note that two springs are in parallel when: a) They experience the same amount of deformation b) You’d add up the force experienced by each spring to come up with the total force F Exercise: Show that the equivalent spring constant keq is such that: 34

  35. Equivalent Spring Stiffness • Another way to compute keq draws on a total potential energy approach: • Example provided in the textbook 35

More Related