MCE 440 – Vibrations
Teacher/Examiner: Eng. Omar Al-Ostah
Email: o.alostah@aiu.edu.kw
Office: A-S-332, Building A, South Wing, Third Floor
2
Ch5: 2 DOF systems
Lecture No.X
School of Engineering
and Computing
Chapter Outline
5.1 Introduction
5.2 Equation of Motion for Forced Vibration
5.3 Free-Vibration Analysis of an Undamped System
5.4 Torsional System
5.5 Coordinate Coupling and Principal Coordinates
5.6 Forced-Vibration Analysis
5.7 Semidefinite Systems
5.8 Self-Excitation and Stability Analysis
3
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.1 Introduction
 The general rule for the computation of the number of degrees of
freedom can be stated as follows:
 2 DOF System require two independent coordinates to describe
their motion;
Two masses in the system X two possible types of motion of each mass
4
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.1 Introduction
 There are two equations of motion for a 2DOF system, one for each
mass (more precisely, for each DOF).
 They are generally in the form of couple differential equation that is,
each equation involves all the coordinates.
5
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.2 Equation of Motion for Forced Vibration
• Consider a viscously damped two degree of freedom spring-mass
system, shown in Fig.5.5.
Figure 5.5: A two degree of freedom spring-mass-damper system
6
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.2 Equation of Motion for Forced Vibration
 The application of Newton’s second law of motion to each of the
masses gives the equations of motion:
)
2
.
5
(
)
(
)
(
)
1
.
5
(
)
(
)
(
2
2
3
2
1
2
2
3
2
1
2
2
2
1
2
2
1
2
1
2
2
1
2
1
1
1
F
x
k
k
x
k
x
c
c
x
c
x
m
F
x
k
x
k
k
x
c
x
c
c
x
m






















)
3
.
5
(
)
(
)
(
]
[
)
(
]
[
)
(
]
[ t
F
t
x
k
t
x
c
t
x
m










 Both equations can be written in matrix form as
where [m], [c], and [k] are called the mass, damping, and stiffness
matrices, respectively, and are given by
7
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.2 Equation of Motion for Forced Vibration
8
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.2 Equation of Motion for Forced Vibration
9
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
5.2 Equation of Motion for Forced Vibration
10
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
11
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
12
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
3.5 Response of a Damped System Under
• Frequency Response
The complex frequency response is given by:
13
Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
Example 3.1: Plate Supporting A Pump
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Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
Example 3.1: Solution
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Lecture No.X
School of Engineering
and Computing Ch5: 2 DOF systems
Problems on section 3.3 response of an undamped system under harmonic force
16
Lecture No.x
School of Engineering
and Computing
END
Ch5: 2 DOF systems

Chapter5 two degree of freedom systems_All.pptx

  • 1.
    MCE 440 –Vibrations Teacher/Examiner: Eng. Omar Al-Ostah Email: o.alostah@aiu.edu.kw Office: A-S-332, Building A, South Wing, Third Floor
  • 2.
    2 Ch5: 2 DOFsystems Lecture No.X School of Engineering and Computing Chapter Outline 5.1 Introduction 5.2 Equation of Motion for Forced Vibration 5.3 Free-Vibration Analysis of an Undamped System 5.4 Torsional System 5.5 Coordinate Coupling and Principal Coordinates 5.6 Forced-Vibration Analysis 5.7 Semidefinite Systems 5.8 Self-Excitation and Stability Analysis
  • 3.
    3 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.1 Introduction  The general rule for the computation of the number of degrees of freedom can be stated as follows:  2 DOF System require two independent coordinates to describe their motion; Two masses in the system X two possible types of motion of each mass
  • 4.
    4 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.1 Introduction  There are two equations of motion for a 2DOF system, one for each mass (more precisely, for each DOF).  They are generally in the form of couple differential equation that is, each equation involves all the coordinates.
  • 5.
    5 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.2 Equation of Motion for Forced Vibration • Consider a viscously damped two degree of freedom spring-mass system, shown in Fig.5.5. Figure 5.5: A two degree of freedom spring-mass-damper system
  • 6.
    6 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.2 Equation of Motion for Forced Vibration  The application of Newton’s second law of motion to each of the masses gives the equations of motion: ) 2 . 5 ( ) ( ) ( ) 1 . 5 ( ) ( ) ( 2 2 3 2 1 2 2 3 2 1 2 2 2 1 2 2 1 2 1 2 2 1 2 1 1 1 F x k k x k x c c x c x m F x k x k k x c x c c x m                       ) 3 . 5 ( ) ( ) ( ] [ ) ( ] [ ) ( ] [ t F t x k t x c t x m            Both equations can be written in matrix form as where [m], [c], and [k] are called the mass, damping, and stiffness matrices, respectively, and are given by
  • 7.
    7 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.2 Equation of Motion for Forced Vibration
  • 8.
    8 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.2 Equation of Motion for Forced Vibration
  • 9.
    9 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 5.2 Equation of Motion for Forced Vibration
  • 10.
    10 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems
  • 11.
    11 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems
  • 12.
    12 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems 3.5 Response of a Damped System Under • Frequency Response The complex frequency response is given by:
  • 13.
    13 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems Example 3.1: Plate Supporting A Pump
  • 14.
    14 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems Example 3.1: Solution
  • 15.
    15 Lecture No.X School ofEngineering and Computing Ch5: 2 DOF systems Problems on section 3.3 response of an undamped system under harmonic force
  • 16.
    16 Lecture No.x School ofEngineering and Computing END Ch5: 2 DOF systems