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Modal Testing and Analysis

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Title: Modal Testing and Analysis Author: szrad Last modified by: Saeed Ziaei-Rad Created Date: 9/1/2001 6:27:44 AM Document presentation format: On-screen Show (4:3) – PowerPoint PPT presentation

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Title: Modal Testing and Analysis


1
Modal Testing and Analysis
  • Undamped MDOF systems
  • Saeed Ziaei-Rad

2
Undamped MDOF systems
M and K are NN mass and stiffness
matrices. f(t) is N1 force vector
x2
x1
k3
k1
k2
m1
m2
f1
f2
3
Undamped 2DOF system
or
4
Undamped 2DOF system
5
MDOF- Free Vibration
6
MDOF- Free Vibration
Natural Frequencies
Mode shapes
Or in matrix form
Modal Model
7
2DOF System- Free Vibration
Solving the equation
Numerically
8
Orthogonality Properties of MDOF
The modal model possesses some very important
Properties, stated as
Modal mass matrix
Modal stiffness matrix
Exercise Prove the orthogonality property of MDOF
9
Mass-normalisation
The mass normalized eigenvectores are written
as And have the following property
The relationship between mass normalised mode
shape and its more general form is
10
Mass-normalisation of 2DOF
Clearly
11
Multiple modes
  • The situation where two (or more) modes have the
    same natural frequency.
  • It occurs in structures with a degree of
    symmetry, such as discs, rings, cylinders.
  • Free vibration at such frequency may occur not
    only in each of the two modes but also in a
    linear combination of them.

c
a
a Vertical mode b Horizontal mode c Oblique mode
b
12
Forced Response of MDOF
Or by rearranging
Which may be written as
Response model
13
Forced Response of MDOF
  • The values of matrix H can be computed easily
    at each frequency point. However, this has
    several advantages
  • It becomes costly for large N.
  • It is inefficient if only a few FRF expression is
    required.
  • It provides no insight into the form of various
    FRF properties.
  • Therefore, we make use of modal properties for
    deriving the FRF parameters instead of spatial
    properties.

14
Forced Response of MDOF
Premultiply both sides by and postmultiply
by
Inverse both sides
Equation 1
Note that
Diagonal matrix
15
Forced Response of MDOF
As H is a symmetric matrix then
or
Principle of reciprocity
Using equation 1
or
Modal constant
16
Forced Response of 2DOF
Which gives
Numerically
17
Forced Response of 2DOF
Or numerically
Receptance FRF ( ) for 2dof system
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