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11/13/2006 Finite Shaft Element YK-1
FEM Formulation of Shaft element
Y.A Khulief, PhD, PEProfessor of Mechanical EngineeringKFUPM
11/13/2006 Finite Shaft Element YK-2
Assumptions:This is a Lagrangean formulation with the following ASSUMPTIONS:
Material is elastic, homogeneous, isotropic Plane x-secions initially perpendicular to neutral axis
remain plane, but no longer perpendicular to neutral axis after bending deformation
Deflections of the rotor are produced by displacements of points on the centerline
Disks are treated as rigidMaterial damping and fluidelastic forces are neglected
2
11/13/2006 Finite Shaft Element YK-3
Shaft Coordinates:Consider the following shaft element
p
11/13/2006 Finite Shaft Element YK-4
Shaft Coordinates:
( )i i ix y z Element Coordinate deformed state
The following Coordinates are assigned:
X Y Z Fixed inertial frame
( )i i iX Y Z Element coordinate undeformed state
Consider an arbitrary point pi on the undeformed element, which is then transformed into point p in the deformed state of the element
3
11/13/2006 Finite Shaft Element YK-5
Shaft Coordinates:The global position of point p is defined by vector
p = +r R r (1)
Or, simply as
urRrp ++= 0 (2)
where is the deformation vectoru
11/13/2006 Finite Shaft Element YK-6
Shaft Coordinates:The element undergoes axial deformation u in the X direction and two bending deformations v and w in the Y and Z direction, respectively.
Now, let us describe the element x-section orientation after deformation; i.e. to establish the coordinate transformationfrom
i i i i i itoX Y Z x y z
See next figure for rotational angles
4
11/13/2006 Finite Shaft Element YK-7
Dropping the index i
1- rotate by an angle about the X axis
( )+
2- Then by an angle about the new y-axis
y
1y
3- Then by an angle about the new z-axis
z Reference Shaft rotation
11/13/2006 Finite Shaft Element YK-8
Now, let us express the instantaneous angular velocity vector
Rotational Vector:
( ) ( ) ( )1 2 y zI j k = + + + (3)The unit vectors directions are shown on previous figure.
Note that is the rotor angular velocity.
Transforming the velocity vector of Eq.3 into the global coordinate system , one obtains X Y Z
5
11/13/2006 Finite Shaft Element YK-9
Now, let us express the instantaneous angular velocity vector
Rotational Vector:
(4)( ) ( ) ( )[ ]
( ) ( ) ( ) ( ) ( )[ ]KJIKJI
yyyz
y
coscoscossinsin
sincos
++++
+++++=
In the linear theory of elasticity, small deformations are assumed, and hence small angles approximations are invoked in rewriting Eq.4 as
11/13/2006 Finite Shaft Element YK-10
Now, let us express the instantaneous angular velocity vector
Rotational Vector:
(5)
( ) ( )( ) ( )
( ) [cos sin ] [ sin cos ]
( ) [ cos( ) sin( )][ sin( ) cos( )]
y
z y
z y y z
y z
I J K
I J K
I J
K
= + + + + +
+ + + +
= + + + +
+ + + +
( ) ( )( ) ( )
cos sinsin cos
x z y
y y z
z y z
+ = = + +
+ + +
Or, in matrix for as
(6)
6
11/13/2006 Finite Shaft Element YK-11
Now, let us differentiate Eq.1 with respects to time
Velocity Vector:
(7)
where
(8)
[ ]{ }p p p p pdr
r r r rdt
= + = +
[ ]0
00
z y
z x
y x
=
11/13/2006 Finite Shaft Element YK-12
Using the FEM notations, one can express the deformation vector in the form:
Velocity Vector:
(9)
where is the shape function matrix. Now Eq.7 can be expressed as
(10)
{ } [ ]{ }eNuu v==
[ ]vN
[ ]{ } [ ]{ } [ ]p v p vp
edrN e r N
rdt
= + =
and {e} is the vector of nodal coordinates
7
11/13/2006 Finite Shaft Element YK-13
Kinetic Energy:
(11)
The kinetic energy of the element is obtained by integrating thekinetic energy of the infinitesimal volume at point p over the volume V
[ ]
12
12
Tp p
V
TTT v
p vTpV
dr drKE dV
dt dt
eNe r N dVr
=
=
11/13/2006 Finite Shaft Element YK-14
Kinetic Energy:
(12)
Which can be written in the form
{ } [ ] [ ]{ }
{ } [ ] [ ]{ }{ } [ ] [ ]{ }{ } [ ] [ ]{ }
12
TTv v
V
TTv p
T Tp v
T Tp p
e N N e
e N r
r N e
r r dV
KE
=
+
+
+
8
11/13/2006 Finite Shaft Element YK-15
Kinetic Energy:The first term in Equation ( 12) gives the kinetic energy due to translation; the second and third terms are identically zero if moments of inertia are calculated with respect to center of massof the element. The last term gives kinetic energy due to rotation that includes gyroscopic moments.
Now, let us evaluate the last term of Eq.12
11/13/2006 Finite Shaft Element YK-16
Kinetic Energy:To this end, one may utilize the following expression:
[ ] [ ]
+++
=22
22
22
~~
xyzyzx
zyxzyx
xzyxyzT
(13)
{ } [ ] [ ]{ } ( )2 2 20
1 12 2
lT T
p p x x y y z zV
r r dV I I I dx = = + +
The last term =
(14)
9
11/13/2006 Finite Shaft Element YK-17
Kinetic Energy:Substituting from Eq.6 into Eq.14, one gets
(15){ } [ ] [ ]{ } ( ){
( ) ( )( )( ) ( )( ) }
2
02
2
cos sin
sin cos
lT T
p p x z yV
y y z
z y z
r r dV I
I
I dx
= +
+ + +
+ + + +
which can be further simplified as
11/13/2006 Finite Shaft Element YK-18
Kinetic Energy:
(16)
Or, simply as
{ } [ ] [ ]{ } ( ) ( )
( ) ( )
2 2
0 0
2 2
0 0
1 12 2
l lT T
p p p pV
l l
p z y D y z
r r dV I dx I dx
I dx I dx
= + +
+ + +
( )
2
0 0 0
0 0
12
l l lT
p p p
Tl lT y y
p z y Dz z
I dx I dx I dx
I dx I dx
= + +
+ +
(17)
10
11/13/2006 Finite Shaft Element YK-19
Kinetic Energy:Note that
(18)
y y DI I I = = x pI I =and
{ } [ ] [ ]{ } { } { }
{ } { } { } { } { }
{ } { }
2
0 0 0
0 0
0
1 12 2
[ ] [ ]
[ ] [ ]
z y z y
y y
z z
l l lT TT T
p p p p pV
l lT TT T
p p
Tl
TD
r r dV I dx e N I N e dx I dx
e N I N e dx e N I N e N e dx
N Ne I e dx
N N
= + +
+
Using FEM notations, Eq.17 becomes
11/13/2006 Finite Shaft Element YK-20
Kinetic Energy:The term gives the inertial coupling between rigid body coordinates and elastic coordinates. For constant this term has no contribution to the equation of motion of the drillstring, and can be neglected.
Now, let us introduce some matrix expressions to simplify the final form of the KE expression :
0
l
pI dx
11
11/13/2006 Finite Shaft Element YK-21
Kinetic Energy:
(19)[ ]
{ } [ ]
[ ]
0
10
0
10
0
12
[ ] [ ]
[ ] [ ]
z
z y
y y
z z
y
lT
l
p
lT
p
lT
p
Tl
D
p
r
e
I dx C
N I N dx M
N I N d
I
x G
N NI dx
N N e N d
MN
x M
N
=
=
=
=
=
11/13/2006 Finite Shaft Element YK-22
Kinetic Energy:
(20)
Now, Eq.18 reduces to
{ } [ ] [ ]{ } { } [ ]{ } { } [ ]{ }
{ } [ ]{ } { } [ ]{ }eMeeMe
eGeeMeCdVrr
rT
eT
TT
Vp
TTp
21
21
21~~
21
12
1
+
+=
Note that is the inertia coupling between torsional and transverse vibrations which is time dependent
[ ]eM
12
11/13/2006 Finite Shaft Element YK-23
Kinetic Energy:
(21)
The KE is finally expressed as
{ } [ ]{ } { } [ ]{ } { } [ ]{ }
{ } [ ]{ } { } [ ]{ }
{ } [ ]{ } { } [ ]{ }eGeCeMe
eMeeMe
eGeeMeCeMeKE
TT
rT
eT
TTt
T
12
1
12
1
21
21
21
21
21
21
+=
+
++=
[ ] [ ] [ ] [ ]2t r eM M M M M = + + where
{ } [ ]{ }12
Te M e=
11/13/2006 Finite Shaft Element YK-24
Kinetic Energy:The KE is finally expressed as
=l
vT
vt dxNANM0
][][][
=l
DT
r dxNINM0
][][][
=l
pT dxNINM
0
][][][
[ ] [ ]{ } { }[ ]( )0
lT T
e p z y y zM I N N e N N N e N dx =
translational
rotational
torsional
13
11/13/2006 Finite Shaft Element YK-25
Kinetic Energy:The gyroscopic matrix [G] and can be represented by the following expression , where for constant angular speed
[ ]10
z y
lT
pG I N N dx =
[ ] [ ]1 1[ ]TG G G=
Next, is to carry out the integrations to arrive at explicit expressions of the non-zero entries of the aforementioned element coefficient matrices; see Appendix
(22)
11/13/2006 Finite Shaft Element YK-26
The deformation of a typical cross-section of the drillstring may be expressed by three translations and three rotations. Two of the translations (v, w) are due to bending in the Y and Zdirections and the third one (u) is due to axial translation. The three rotations are due to bending and due to torsion .
Strain Energy:
( ),s sv w( ),b bv w
( )zy , ( )
The two translations (v, w) consist of contributions due to bending, and due to shear; that is
( , ) ( , ) ( , )( , ) ( , ) ( , )
b s
b s
v x t v x t v x tw x t w x t w x t
= += +
(23)
14
11/13/2006 Finite Shaft Element YK-27
The elastic rotations are related to bending deformations by
Strain Energy: (Bending & Shear)
( , )( , )
( , )( , )
by
bz
w x tx tx
v x tx tx
=
=
(24)
The strain due to bending is given by
2 2
2
*
2
*b bv wy z
x x =
(25)
11/13/2006 Finite Shaft Element YK-28
(26)
The shear strains are given by
(27)
Strain Energy: (Bending & Shear)
**
**
bxz
bxy
wwx x
vvx x
=
=
112
T
VU E dV =
Strain Energy due to bending
15
11/13/2006 Finite Shaft Element YK-29
(28)
Strain Energy: (Bending & Shear)
=A
z dAyI2
y zI I I= =
22 * 2 *
1 2 20
2 22 * 2 * 2 * 2 *2 2
2 2 2 20
2
22
lb b
A
lb b b b
A
v wEU y z dAdxx x
v v w wE y yz z dAdxx x x x
=
= + +
=A
y dAzI2
Now defining
(29)
11/13/2006 Finite Shaft Element YK-30
(30)
Strain Energy: (Bending & Shear)
2 22 * 2 *
1 2 202
lb b
z yv wEU I I dxx x
= +
(31)
Strain energy due to bending
Strain Energy due to shear
2 ( )xy xy xz xzVU dV = +
16
11/13/2006 Finite Shaft Element YK-31
(32)
Recalling the constitutive relationships
(33)
Strain Energy: (Bending & Shear)
, '2(1 )
EG Poission s ratio
= +
xy xy xz xzG and G = =
2 2
2 2 2
6(1 )7 6
6(1 )(1 )(7 6 )(1 ) (20 12 )
for solid circular cross section
for hollow circular cross section
+=
++ +
=+ + + +
(34)
Shear modulus
Shear factor
/i oR R =and
11/13/2006 Finite Shaft Element YK-32
(35)
Strain Energy: (Bending & Shear)
(36)
2
2 2* ** *
0
1 ( )2
1 ( )2
xy xzV
lb b
U G dV
v wv wGA x dxx x x x
= +
= +
Expression strain energy in terms of v and w components of displacements, using
*
*
cos sinsin cos
v v ww v w
=
= +
We can express Equations (30) and (35) as
17
11/13/2006 Finite Shaft Element YK-33
(35)
Strain Energy: (Bending & Shear)
Similarly, strain energy due to shear
2 22 2 2 2
1 2 2 2 20
2 22 2
2 20
2 2
0
cos sin cos sin2
( )2
( )2
lb b b b
z y
lb b
ly z
v v w wEU I I dxx x x x
v wE I x dxx x
E I x dxx x
= + + = + = +
11/13/2006 Finite Shaft Element YK-34
(36)
Strain Energy: (Bending & Shear)2 2
20
1 ( )2
ls sv wU GA x dx
x x = +
Strain Energy due to torsion
2
30
12
l
pU GI dxx = (37)
18
11/13/2006 Finite Shaft Element YK-35
Strain Energy: (axial & bending)
(38)
The axial displacement can be defined to account for the effect of bending large deflection on the axial movement.
Therefore, the strain in the axial direction can be defined fromEulerian strain tensor as [ See Continuum Mech. Ref]:
2 2212
b bdv dwdu dudx dx dx dx
= + +
The first term in Eq.36 is the linear term of axial strain and it will generate the linear terms in the stiffness matrix. The remainingterms are second order terms which are usually neglected in linear structural analysis.
11/13/2006 Finite Shaft Element YK-36
Strain Energy: (axial)
(39)
The strain energy is obtained by the following relationship:
24
0
1 12 2
l
V
U dV EA dx = =
Substituting the strain expression from Eq.38 into Eq.39, results, upon some algebraic manipulations, in the following:
19
11/13/2006 Finite Shaft Element YK-37
Strain Energy: (axial)
(40)
The strain energy is obtained by the following relationship: 22 22
40
2 22 3
0
24 2 2
1 12 2
12
1 1 14 2 2
Lb b
Lb b
b
dv dwdu duU EA dxdx dx dx dx
dv dwdu du du duEAdx dx dx dx dx dx
dv ddu du dudx dx dx dx
= + +
=
+ + +
2
4 4 2 21 1 14 4 2
b
b b b b
wdx
dv dw dv dw dxdx dx dx dx
+ + +
11/13/2006 Finite Shaft Element YK-38
Strain Energy: (axial)
(41)
Neglecting higher order terms leads to : 2 22 3
40
12
Lb bdv dwdu du du duU EA dx
dx dx dx dx dx dx =
Now, total strain energy becomes
20
11/13/2006 Finite Shaft Element YK-39
Strain Energy: (total)
(42)
Now the total strain energy is 1 2 3 4U U U U U= + + +
2 2
0
2 2 2
0 0
2 22 3
( )2
1 1( )2 2
12
ly z
l ls s
p
b b
EU I x dxx x
v wGA x dx GI dxx x x
dv dwdu du du duEAdx dx dx dx dx dx
= + + + +
+
0
L
dx
11/13/2006 Finite Shaft Element YK-40
(43)
Assumed displacement field
{ })(00000000000000000000000000
),(),(),(
4321
4321
21
teNNNN
NNNNNN
txwtxvtxu
vvvv
vvvv
uu
=
{ })(0000000000000000
4321
4321 teNNNN
NNNN
z
y
=
-
(44)
(45){ }1 2
( , ) 0 0 0 0 0 0 0 0 0 0 ( )x t N N e t =
(FEM expressions)
21
11/13/2006 Finite Shaft Element YK-41
{ } [ ]{ }( , )( , ) ( ) ( ) ( )( , )
u
v t
w
u x t Nv x t N e t N x e tw x t N
= =
( ){ } { }1 1 2 21 1 1 1 2 2 2 2T
y z y ze t u v w u v w = (46)Equations (43), (44) and (45) can be written as
(47)
{ } { }( ) ( ) ( )yz
yy
zz
Ne t N x e t
N
= =
where the nodal coordinate vector is given by
{ }( , ) ( )x t N e t =
(48)
(49)
(FEM expressions)
11/13/2006 Finite Shaft Element YK-42
[ ] [ ] [ ], , , , ,y zu v w
N N N N N N
y
where
are the shape functions associated with axial u, bending v and w, elastic rotations and , and torsional deformations , respectively.
z
(FEM expressions)
22
11/13/2006 Finite Shaft Element YK-43
[ ]{ } [ ]{ }
[ ]{ } [ ]{ }
[ ]{ } [ ]{ }
{ } { }
{ } { }
{ } { }
,
,
,
,
,
,
y y
z z
u u
v v
w w
y y
z z
duu N e B edxdvv N e B edxdww N e B edx
N e N e
N e N e
N e N e
= =
= =
= =
= =
= =
= =
(FEM expressions)
11/13/2006 Finite Shaft Element YK-44
1
2 31 [1 3 2 (1 )]1v
N = + + +
2
2 3 21 [ 2 ( )]1 2v
N = + + +
3
2 31 [3 2 ]1v
N = ++
4
2 3 21 [ ( )]1 2v
N = + + ++
(FEM shape functions)
23
11/13/2006 Finite Shaft Element YK-45
1
26 [ ](1 )
Nl
= ++
2
2 31 [1 4 3 (1 )]1
N = + + + +
3
26 [ ](1 )
Nl
= +
4
31 [ 2 3 ]1
N = + ++
(FEM shape functions)
11/13/2006 Finite Shaft Element YK-46
11N =
2N =
11uN =
2uN =
where ( / )x l =
(FEM shape functions)
24
11/13/2006 Finite Shaft Element YK-47
where the strain energy expression
{ } [ ]{ }eKeU T21
=
Strain Energy:
(50)
11/13/2006 Finite Shaft Element YK-48
Stiffness Matrices:
(54)
[ ] [ ] [ ] [ ]a e sK k k k k = + + + [ ] [ ] [ ] [ ] [ ] = 4321 kkkkk a
where the matrix is the augmented stiffness matrix given by [ ]K
[ ] [ ] [ ] = l
Te dxBEIBk
0
[ ] [ ] [ ] = l
pT dxBGIBk
0
[ ] [ ] [ ]0
l
s ssTk GA BB dx=
Axial stiffness matrix
Elastic stiffness matrix
Shear stiffness matrix
Torsional stiffness matrix
(51)
(52)
(53)
25
11/13/2006 Finite Shaft Element YK-49
Stiffness Matrices:
(55)
(56)
(57)
(58)
[ ] [ ] [ ]
[ ] [ ] [ ]{ }[ ]
[ ] [ ] [ ]{ }[ ] [ ] [ ]{ }[ ]
[ ] [ ] [ ]{ }[ ] [ ] [ ]{ }[ ]
+=
+=
=
=
L
uTT
u
L
uTT
u
L
uuT
u
L
uT
u
dxNeBNNeNBEAk
dxNeBNNeNBEAk
dxBeBBEAk
dxBEABk
zzzz
yyyy
04
03
02
01
21
21
23
and
11/13/2006 Finite Shaft Element YK-50
Stiffness Matrices:P.S. All stiffness matrices are state independent and symmetric except which are state dependent and nonsymmetrical.
See details of FEM in Ref: Mohiuddin & Khulief, Modal characteristics of rotors using a conical shaft finite element, CMAME, Vol. 115, 1994, p.125-144.
[ ] [ ] [ ]2 3 3,k k and k
26
11/13/2006 Finite Shaft Element YK-51
Equation of Motion:
(59)QqL
qL
dtd
=
Using the Lagrangean approach
L=T-U : Lagrangean function
{ }, TTq e= : Generalized coordinates Q : vector of generalized forcesT : total kinetic energyU : total strain energy
11/13/2006 Finite Shaft Element YK-52
Equation of Motion:
(60)
Substituting the Lagrangean function into Eq.59, and carry out the required differentiation, one gets for a shaft rotating at aconstant angular speed
[ ]{ } [ ]{ } [ ]{ } { }QeKeGeM =++
P.S. This is the elemental equation of motion, which can be assembled using the standard finite element assembly procedure.
27
11/13/2006 Finite Shaft Element YK-53
The DISK:
{ } { } { } { }2 11 1( ) 2 2T Td d d d d d d
disk pKE e M e I e G e = + (61)
The disk is assumed to be rigid and solely characterized by its kinetic energy. Using the same procedure followed for the shaft element leading to Eq.21, one can write the kinetic energy of the disk as
2d d d d dt r eM M M M M = + +
where
11/13/2006 Finite Shaft Element YK-54
The DISK:0 0 0 0 0 0
0 0 0 00 0 00 0 0
0 00
d
ddt
mm
M
=
(62)
0 0 0 0 0 00 0 0 0 0
0 0 0 00 0
00
dr d
DdD
MI
I
=
(63)
28
11/13/2006 Finite Shaft Element YK-55
The DISK:0 0 0 0 0 0
0 0 0 0 00 0 0 0
0 0 00 0
d
dp
M
I
=
0 0 0 0 0 00 0 0 0 0
0 0 0 00 0
0 00
de
y
M
=
(64)
(65)
11/13/2006 Finite Shaft Element YK-56
The DISK:
1
0 0 0 0 0 00 0 0 0 0
0 0 0 00 0
0 00
ddp
GI
=
(66)
(67){ } { } { }d d d d dM e G e Q + =
Now, applying the Lagrangean, one gets for the disk
29
11/13/2006 Finite Shaft Element YK-57
The BEARINGS:
yy yz zz zy
yy yz zz zy
W K v v K w v K w w K v w
C v v C w v C w w C v w
=
(68)
Assuming that the bearing characteristics; i.e. stiffness and damping are know, on may utilize the principle of virtual work to include the bearing dynamics into equation of motion.
The virtual work done due to bearing forces acting on theshaft is given by
Or, simply as
v wW F v F v = +
11/13/2006 Finite Shaft Element YK-58
The BEARINGS:
{ } { } { }b b b b bC e K e Q + =
yy yz yy yzv
zy zz zy zzw
K K C CF v vK K C CF w w
=
yy yz
zy zz
K KK K
where Fv and Fw are the components of the bearing generalized coordinates, which can written in matrix form as
yy yz
zy zz
C CC C
(69)
Or as
where
(70)
30
11/13/2006 Finite Shaft Element YK-59
Modal Characteristics:Solving the eigenvalue problem to obtain the rotors modal characteristics.
Damped Eigenvalue Mode Shape Plot
-1.5-1
-0.50
0.51
1.5
0 0.5 1 1.5 2 2.5
Axial Location, meters
Re(x)
Im(x)
Re(y)
Im(y)
Boiler Feed Pump (BFP)On 2 Journal & 1 Thrust Bearings
Damped Eigenvalue Mode Shape PlotBoiler Feed Pump (BFP)
On 2 Journal & 1 Thrust Bearings
11/13/2006 Finite Shaft Element YK-60
Modal Characteristics:Simple demonstration
31
11/13/2006 Finite Shaft Element YK-61
Modal Characteristics:In order to obtain the eigenvalue solution associated with the homogenous equation of motion, one can represent Eq.60 in the following state-space form
[ ]{ } [ ]{ } { }A y B y Q+ =
{ }TT Ty e e =
[0] [ ][ ]
[ ] [ ]M
AM G
=
[ ] [0][ ]
[0] [ ]M
BK
=
{ } {0 }T TQ Q=
where
(61)
11/13/2006 Finite Shaft Element YK-62
Modal Characteristics:Because of the nonlinearities introduced in the mass and stiffness matrices due to torsion-transverse and axial-transversecouplings, [A] and [B] are non symmetric state space matrices. In modal analysis, [A] and [B] will retrieve their symmetric properties as the nonlinear coupling vanishes. Therefore, [A] will be a skew symmetric matrix and [B] will be a symmetric matrix
The dimension of each of the matrices [M], [K] and [G] is (6n x6n) where n is the number of nodes, while the matrices [A] and [B] are of dimension (12n x 12n).
32
11/13/2006 Finite Shaft Element YK-63
Eigenvalue Solution:In rotordynamics, the eigenvalue problem can be viewed from the prospective of the either of the following equations of motion:
(a) The eigenvalue associated with equation of motion as writtenwith respect to the inertial frame; i.e. Eq.61
(b) The eigenvalue associated with equation of motion as writtenwith respect to the rotating frame.
11/13/2006 Finite Shaft Element YK-64
Eigenvalue Solution:
{ } { } ty y e=
(a) The eigenvalue associated with equation of motion as written with respect to the inertial frame; i.e. Eq.61
Since [A] and [B] are not necessarily symmetric, then the eigenvalues can be obtained by solving self-adjoint eigenvalue problem associated with
(62)
Assuming solution in the form
[ ]{ } [ ]{ } { }0A y B y+ =
(63)
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11/13/2006 Finite Shaft Element YK-65
Eigenvalue Solution:
[ ] [ ]( ){ } { }0T Ti iA B L + =
[ ] [ ]( ){ } { }0ti A B y e + = (64)Due to loss of symmetry of the matrices, right and left eigenvectors must be introduced, i.e.
(66)
Substituting in Eq.62, one gets
[ ] [ ]( ){ } { }0i iA B R + = (65)
11/13/2006 Finite Shaft Element YK-66
Eigenvalue Solution:
[ ] [ ]( )i A B +
[ ] [ ] [ ] [ ] 0T Ti iA B A B + = + =
[ ] [ ]( )T Ti A B +and
If either [A] or [B] or both being not symmetric, then [R] does not equal [L], however for symmetric matrices, [R] = [L].
(67)
Since [R] and [L] are not zero, then
must be singular
The solution of Eq.67 yields 2n complex eigenvalues of the form
j = (68)
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11/13/2006 Finite Shaft Element YK-67
Eigenvalue Solution:
Where the imaginary part is the damped natural frequency.
The real part is related to modal damping as
000
>
= =
Critically damped mode
Unstable mode
Stable mode
How the real part is related to the logarithmic decrement ?
11/13/2006 Finite Shaft Element YK-68
Modal Transformation:Now, one can introduce the modal transformation {y} = [R] {u}, where {u} is the vector of modal coordinates. In general, the modal matrices [R] and [L] are composed of a set of complex eigenvectors (mode shapes) that account for a selected set of significant modes.
Pre-multiplying both sides of Eq.62 by [L]T and substituting for {y} in terms of modal coordinates , the truncated modal form of the equations of motion can be written as
35
11/13/2006 Finite Shaft Element YK-69
Modal Transformation:
[ ] [ ] [ ][ ]TrB L B R=
[ ] [ ] [ ]TrQ L Q=
[ ]{ } [ ]{ } { }r r rA u B u Q+ =This is the reduced-order modal form of the equation of motion, where the coefficient modal matrices are given by
(69)
[ ] [ ] [ ][ ]TrA L A R=
What is r ?
11/13/2006 Finite Shaft Element YK-70
Eigenvalue Solution:
[ ]
cos sin 0 0sin cos 0 0
0 0 cos sin0 0 sin cos
t tt t
Tt tt t
=
(b) The eigenvalue associated with equation of motion as written with respect to the rotating frame.
Now let {p} be the transformed vector of the nodal coordinate vector {e}, such that {e} = [T] {p}
(70)
If is the angle between the two reference frames, thent
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11/13/2006 Finite Shaft Element YK-71
Eigenvalue Solution:
{ }{ } Ty zp v w =
[ ] [ ]{ } [ ]{ }e S p T p= +
(71)
where, after ignoring the axial and torsional deformations, the nodal coordinate vector becomes
Now, differentiating the coordinate equation twice
2[ ] [ ]({ } { }) 2 [ ][ ]{ }e T p p T S p = +
11/13/2006 Finite Shaft Element YK-72
Eigenvalue Solution:
[ ] 1 [ ]S T
=
=
where,
Now, for a shaft rotating at a constant speed , define the following whirl ratio:
Proceed to write the equation of motion in the rotating coordinate system.
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11/13/2006 Finite Shaft Element YK-73
Eigenvalue Solution: where,
{ } ( ){ }( )( ){ } { }2
2 [ ]
[ ] [ ] 0
M p M G p
K M G p
+ +
+ + =
Limitations:Can only be solved for undamped isotropic bearings; It can only be solved for a specific whirl ratio