2 DOF – Torsional System and Coordinate Coupling

Slides:



Advertisements
Similar presentations
Lecture 2 Free Vibration of Single Degree of Freedom Systems
Advertisements

MEEG 5113 Modal Analysis Set 3.
Kjell Simonsson 1 Vibrations in linear 1-degree of freedom systems; I. undamped systems (last updated )
In the figure, a towing truck (not shown) is about to pull a trailer. The trailer transports a cargo of mass M that is held in place with two elastomeric.
Lecture 2 Free Vibration of Single Degree of Freedom Systems
Dr. Adnan Dawood Mohammed (Professor of Mechanical Engineering)
Mechanical Vibrations
ME 482: Mechanical Vibrations (062) Dr. M. Sunar.
Free Vibrations – concept checklist You should be able to: 1.Understand simple harmonic motion (amplitude, period, frequency, phase) 2.Identify # DOF (and.
Introduction to Structural Dynamics:
TWO DEGREE OF FREEDOM SYSTEM. INTRODUCTION Systems that require two independent coordinates to describe their motion; Two masses in the system X two possible.
Differential Equations
ME 440 Intermediate Vibrations Tu, Feb. 17, 2009 Section 2.5 © Dan Negrut, 2009 ME440, UW-Madison.
Basic structural dynamics II
Force on Floating bodies:
Mechanical Vibrations Multi Degrees of Freedom System
SINGLE DEGREE OF FREEDOM SYSTEM Equation of Motion, Problem Statement & Solution Methods Pertemuan 19 Matakuliah: Dinamika Struktur & Teknik Gempa Tahun:
A PPLIED M ECHANICS Lecture 09 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
ME 440 Intermediate Vibrations Th, March 26, 2009 Chapter 5: Vibration of 2DOF Systems © Dan Negrut, 2009 ME440, UW-Madison.
A PPLIED M ECHANICS Lecture 06 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
Chapter 7. Free and Forced Response of Single-Degree-of-Freedom Linear Systems 7.1 Introduction Vibration: System oscillates about a certain equilibrium.
ANALYSIS OF LATHE VIBRATION INFLUENCE ON BLANK ROUGHNESS TALLINN UNIVERSITY OF TECHNOLOGY Ph.D Gennady Aryassov, M. Sc. Tauno Otto, M. Sc. Svetlana Gromova.
A PPLIED M ECHANICS Lecture 03 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
MECHATRONICS Lecture 07 Slovak University of Technology Faculty of Material Science and Technology in Trnava.
APPLIED MECHANICS Lecture 05 Slovak University of Technology
Chapter 2 Free Vibration of Single Degree of Freedom Systems
LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS LATHE VIBRATIONS ANALYSIS ON SURFACE ROUHHNESS OF MACHINED DETAILS * Gennady Aryassov,
What is called vibration Analysis Design
Modal Analysis-hw-04 The schematic diagram of a large cannon is shown below. When the gun is fired, high-pressure gases accelerate the projectile inside.
Vibrations of Multi Degree of Freedom Systems A Two Degree of Freedom System: Equation of Motion:
1 Teaching Innovation - Entrepreneurial - Global The Centre for Technology enabled Teaching & Learning M G I, India DTEL DTEL (Department for Technology.
1 Teaching Innovation - Entrepreneurial - Global The Centre for Technology enabled Teaching & Learning M G I, India DTEL DTEL (Department for Technology.
AAE 556 Aeroelasticity Lecture 16
AAE 556 Aeroelasticity Lecture 17
AAE 556 Aeroelasticity Lecture 23 Representing motion with complex numbers and arithmetic 1 Purdue Aeroelasticity.
Method of Virtual Work.
MESB374 System Modeling and Analysis
Figure 1. Spring characteristics
10. Harmonic oscillator Simple harmonic motion
Figure 1. Spring characteristics
Control Engineering ( ) G-14
Kinematic Analysis (position, velocity and acceleration)
Dynamic Response of MDOF Structures
Lecture 4: Modeling Mechanical Systems
Chapter 4 Multiple Degree of Freedom Systems
AAE 556 Aeroelasticity Lecture 18
Dr-Ing Asrat Worku, AAIT
Theoretical Mechanics DYNAMICS
University Tun Hussein Onn Malaysia (UTHM),
1C9 Design for seismic and climate changes
Mechanical Vibrations 2DoF Vibration Systems
WEEKS 8-9 Dynamics of Machinery
Engineering Mechanics: Statics
ME321 Kinematics and Dynamics of Machines
ADVANCED VIBRATION Lecture #1 Asst. Prof. Dr. Mahir Hameed Majeed ©2018.
ENGINEERING MECHANICS
ENGINEERING MECHANICS
ENGINEERING MECHANICS
LECTURE 1 – FUNDAMENTAL OF VIBRATION
Engineering Mechanics: Statics
Engineering Mechanics: Statics
ENGINEERING MECHANICS
Figure 1. Spring characteristics
VIBRATION.
VIBRATION.
Copyright © 2014 John Wiley & Sons, Inc. All rights reserved.
MULTI DEGREE OF FREEDOM (M-DOF)
ENGINEERING MECHANICS
Principles of Dynamics
November 5, 2002 SE 180 Final Project.
Presentation transcript:

2 DOF – Torsional System and Coordinate Coupling ROSLI ASMAWI Faculty of Mechanical & Manufacturing Engineering Universiti Tun Hussein Onn Malaysia

1.Torsional System Consider a torsional system as shown in Fig.5.6. The differential equations of rotational motion for the discs can be derived as which upon rearrangement become For the free vibration analysis of the system, Eq.(5.19) reduces to

1. Torsional System Figure 5.6: Torsional system with discs mounted on a shaft

Example 1:Natural Frequencies of a Torsional System Find the natural frequencies and mode shapes for the torsional system shown in Fig.5.7 for J1 = J0 , J2 = 2J0 and kt1 = kt2 = kt . Solution: The differential equations of motion, Eq.(5.20), reduce to (with kt3 = 0, kt1 = kt2 = kt, J1 = J0 and J2 = 2J0): Fig.5.7: Torsional system

Example 1 Solution Rearranging and substituting the harmonic solution: gives the frequency equation: The solution of Eq.(E.3) gives the natural frequencies

Example 1 Solution The amplitude ratios are given by Equations (E.4) and (E.5) can also be obtained by substituting the following in Eqs.(5.10) and (5.11).

2. Coordinate Coupling and Principal Coordinates Generalized coordinates are sets of n coordinates used to describe the configuration of the system. Equations of motion Using x(t) and θ(t). Fig.5.10

2. Coordinate Coupling and Principal Coordinates From the free-body diagram shown in Fig.5.10a, with the positive values of the motion variables as indicated, the force equilibrium equation in the vertical direction can be written as and the moment equation about C.G. can be expressed as Eqs.(5.21) and (5.22) can be rearranged and written in matrix form as

2. Coordinate Coupling and Principal Coordinates The lathe rotates in the vertical plane and has vertical motion as well, unless k1l1 = k2l2. This is known as elastic or static coupling. Equations of motion Using y(t) and θ(t). From Fig.5.10b, the equations of motion for translation and rotation can be written as

2. Coordinate Coupling and Principal Coordinates These equations can be rearranged and written in matrix form as If , the system will have dynamic or inertia coupling only. Note the following characteristics of these systems:

2. Coordinate Coupling and Principal Coordinates In the most general case, a viscously damped two degree of freedom system has the equations of motions in the form: The system vibrates in its own natural way regardless of the coordinates used. The choice of the coordinates is a mere convenience. Principal or natural coordinates are defined as system of coordinates which give equations of motion that are uncoupled both statically and dynamically.

3. Coupling Coordinate (e.g. vibration of automobile/motorcycle)

3.1 General Equation of Coupling Dynamic Coupling Static Coupling Static Coupling: when stiffness matrix is not diagonal Dynamic Coupling: when mass matrix is not diagonal

3.2 Selection principal coordinate There are three possibilities of coordinate Using the center of gravity Using an eccentric point off the center of gravity Using the end point of the model e x 1 2 3

Case 1, Using center of gravity l1 l2 xc-x1 xc m x1 xc+x2 θ x2 Io k1(xc-x1) k2(xc+x2)

Combine Translation and Rotation Static Coupling If then uncoupling static and dynamic

Case 2, Using eccentric coordinate l1 l2 xp-x1 xp m x1 e xp+x2 xe IP θ x2 Io k1(xp-x1) k2(xp+x2)

Combine Translation and Rotation Static and Dynamic Coupling If then dynamic coupling

Case 3, Pinned at one end l x1 l1 IP m xe x1+x2 θ x2 k1(x1) k2(x1+x2)

Translation Rotation Combine Translation and Rotation Static and Dynamic Coupling

Example 2 Principal Coordinates of Spring-Mass System Determine the principal coordinates for the spring-mass system shown in Fig.5.4.

Example 2 Solution Approach: Define two independent solutions as principal coordinates and express them in terms of the solutions x1(t) and x2(t). The general motion of the system shown is We define a new set of coordinates such that

Example 2 Solution Since the coordinates are harmonic functions, their corresponding equations of motion can be written as

Example 2 Solution From Eqs.(E.1) and (E.2), we can write The solution of Eqs.(E.4) gives the principal coordinates:

See you again… in the next lecture