MEEN 617 - Mechanical Vibrations – SPRING
2013
Dr. Luis San
Andrés
Last update: March 26, 2013 (updated
Handout 12: FE in vibrations)
Course Description: Linear Theory of vibrations of Single and Multiple degree of freedom (DOF)
systems via Newtonian and Lagrangian formulations,
and with emphasis on analytical methods and computer applications. Prerequisites: MEEN 363, MATH 308.
OBJECTIVES: To provide the
fundamental analytical and numerical tools for analysis and modeling of
vibration phenomena in discrete and continuum SDOF and MDOF linear systems. Learning of advanced analytical tools and methods for experimental
identification of system parameters using recorded data, i.e., frequency domain
parameter identification methods.
Class Time: T, R 11:10 am – 12:25 pm, ENPH 204
Instructor: Dr. Luis
San Andrés, MEOB 118, Phone: 862 4744, LSanAndres@tamu.edu
Office
hours: T, 12:30 pm-1:30 pm, R 10:00 am-11:00 pm, or by scheduled appointment (phone
call or e-mail in advance).
References: Mechanical
and Structural Vibration: Theory and Applications, J. H. Ginsberg
Other: Vibrations of Mechanical and Structural Systems, L. James, Harper & Row
Structural
Dynamics, R. Craig, J. Wiley Pubs, NY, 1981.
Mechanical
Vibrations, S.S. Rao, Addison-Wesley Pubs, 2nd
Ed., 1990.
Finite
Element Procedures in Engineering Analysis, K. Bathe, Prentice Hall.
SYLLABUS learn about grading policies, exam schedules,
and more
Read/understand and practice: The lecturer when grading
your work will make an effort to READ
your solution to problems in an exam or homework. Correct usage of English
language with explanations of procedures using full sentences will make a large portion of your partial grade.
Worked problems that show a jargon of numbers without definitions and
procedures will MERIT a LOW grade, even if the (numerical) answer should be
correct.
Recommended problems from your textbook
(Be
ahead of the game. These problems may be part of your graded homework)
|
week |
chapter |
Problem numbers |
|
1 |
1 |
5, 8, 13, 14, 15, 20, 43, 44, 56 |
|
2 |
2 |
|
|
3&4 |
3 |
3, 7, 19, 20, 22, 25, 50, 52 |
|
5 |
1 |
Derive EOMs MODF systems: 25, 27, 30, 33, 36, 38, 39, 44, 49 |
|
6 |
4 |
10,19, 21, 30, 36, 39,34, 55 |
|
7 |
5 |
14, 18, 29 |
|
8 |
7 |
3, 11, 43, 49 |
|
10 |
6 |
3, 9, 11, 14, 15, 28, 38, 54 |
Class Notes (handouts
& worked examples)
recommendation: Download HDs as needed. Lecturer may update the notes as the
semester progresses.
check syllabus to realize which handout(s) will be
used in a given week
|
0 |
Introduction to the analysis of vibrations in mechanical systems. Introduction to
motion in mechanical systems. Definition of design, analysis, and testing.
Steps in Modeling. Continuous and lumped parameter systems. Second Order
Systems and differential equations of motion. Definitions of Free and Forced
Responses. The purpose of analysis and the relevant issues to resolve. |
The
technical memorandum |
|
1 |
Modeling of mechanical (lumped
parameter) elements Fundamental elements in mechanical
systems: inertias, stiffness and damping elements. Equivalent spring
coefficients and associated potential energy. Equivalent mass or inertia
coefficients and associated kinetic energy. Equations of motion of a rigid body
in a plane. Equivalent damping coefficients and associated dissipation
energy. Types of damping models (linear or viscous and nonlinear). |
|
|
|
Appendix
D. Note
on assumed modes (one DOF and MDOF) |
Vibration sensors and their applications |
Vibrations of single degree of freedom (SDOF) linear systems
|
2 |
Dynamic
response of second order mechanical systems (1 DOF
systems) |
|
|
Handout
2a Free response to initial
conditions: viscous and coulomb damping systems. Forced response: impulse and
step loads. |
|
|
Handout 2b Periodic
forced response and Frequency response function of second order systems. |
|
|
Handout 2c Interpretation
of forced periodic response. Transmissibility (forces transmitted to base or
foundation). Frequency
Response due to base or foundation motions |
|
|
Handout 2d Fourier
series. Forced response to a periodic forced excitation. Response to a unit impulse.
Convolution integral and response to arbitrary loading |
|
|
Appendix F Uses of the FRF on the design
of mechanical systems Intro_to_FRFs |
|
|
WORKED EXAMPLES: 1 DOF systems |
Derivation
of Equations of Motion for Simple Mechanical Systems. TAKEN from ME363
course |
|
|
Translation |
|
|
|
||
|
|
||
|
|
Rotation & Rolling w/o slipping |
|
|
|
How to measure
mass moments of inertia |
|
|
|
|
|
|
NEW |
Examples Transient response |
|
4 |
|
|
|
Work and Energy – Single particle. Constraints –
degrees of freedom. Principle of virtual work. D’Alembert
Principle. |
|
6 |
Numerical
solution of EOM for a single degree of freedom (SDOF) system |
|
|
The basics of numerical integration. Issues on
convergence and numerical stability |
Vibrations of multiple degree of freedom (MDOF) linear systems
|
7 |
|
|
|
Free & Force Vibrations of undamped MDOF systems. Orthogonality properties of
natural modes. Rayleigh energy methods.
Mode superposition (displacement and acceleration methods) methods. |
|
10 |
|
|
|
Application
of knowledge. Design and limitations. |
|
8 |
|
|
|
The concept of proportional damping and its use in
MDOF systems. Damped natural frequencies and damping ratios. Limitations of
proportional damping. Appendix: Mode
acceleration |
|
9 |
|
|
|
Methods for calculation of Eigen values and
eigenvectors. (Self-study guide for the inquisitive
student) |
|
11 |
|
|
|
State-space equations, modal coordinates and orthogonality properties, relations to undamped model |
|
12 |
Finite element modeling of
mechanical systems new
March 2013) |
|
|
Fundamentals and FEM matrices for bars and beams.
Assembly and solution of global system of equations. |
|
13 |
Numerical
methods for the dynamic response of MDOF damped systems |
|
|
Stability analysis and minimum time step. Average
acceleration methods |
|
14 |
|
|
|
Free vibrations of elastic bars and beams.
Properties of normal mode functions. Forced response |
|
|
OLD: Rayleigh-Ritz energy Methods (assumed modes method) –
Handwritten notes |
|
15 |
|
|
|
Time
and frequency domain methods. Curve fits to impedances and the instrumental
variable filter method. |
RESOURCES on the web (there are a million more, below is just a minuscule
sample)
FREE resources: Real Life Engineering Examples in Dynamics
www.EngageEngineering.org www.engineeringexamples.org
TAMU-ME Mechanical
Vibrations (Luis San Andrés)
MIT Open
Courseware
U
Vibration Institute and Sound and Vibrations magazine (free)
S&V
article: 48 cases of
intriguing machinery problems
Simulators: simple mechanical spring-mass Double
Spring Oscillation
Resonance –
Harmonic motion
Videos – Youtube and
others
The
Tacoma bridge collapse (a classic)
Resonance 1DOF mechanical
system
resonance – breaking a glass
Pendulum
waves
Wet
dogs – an application of FRF
resonance - membranes
(mode shapes)
Vibration absorber
Tunable vibration
absorber
The handouts and textbook
used in this course are copyrighted. By "handouts," I mean all
materials generated for this class, which include but are not limited to
syllabi, quizzes, exams, lab problems, in-class materials, review sheets, and
additional problem sets. Because these materials are copyrighted, you do not
have the right to distribute freely the handouts, unless the author expressly
grants permission.
Send all comments,
corrections or questions to LSanAndres@tamu.edu