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Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Vibration of Continuous
Structures
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Course Contents
 SDOF
 M-DOF
 Cables/String
 Bars
• Shafts
• Vibration Attenuation
• Beams
• FEM for Vibration
• Plates
• Aeroelasticity
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Vibration of Shafts
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Objectives
• Derive the equation of motion for Shafts
• Estimate the Natural Frequencies
• Understand the concept of mode shapes
• Apply BC’s and IC’s to obtain structure
response
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Objectives
• Derive the equation of motion for Shafts
• Estimate the Natural Frequencies
• Understand the concept of mode shapes
• Apply BC’s and IC’s to obtain structure
response
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Shafts
• This type of elements appear in rotary
machines (motors, Generators ...etc.)
• It resists deformations only by torsional
resistance
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Equation of Motion
calculusfrom,
mechanicssolidfrom,
),(
densitymasssshaft'the
sectioncrossareaofmomentpolar=
modulusshear=
dx
x
d
x
tx
GJ
J
G











(x,t)

x (x,t)+d
+d
x+dx
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Equation of Motion
dx
t
tx
Jdx
x
dx
2
2
),(
elementon themomentsSumming





 +
2
2
),(),(
yields;sexpressiontheseCombining
t
tx
J
x
tx
GJ
x 













(x,t)

x (x,t)+d
+d
x+dx
2
2
2
2
),(),(
constant
t
txG
x
tx
GJ





Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com



 G
c
t
tx
c
x
tx
 ,
),(),(
2
2
2
2
2
For no external torque the equation
of motion becomes:
, wave speed
We can follow the same procedure used to solve string and
bar equations
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Objectives
• Derive the equation of motion for Shafts
• Estimate the Natural Frequencies
• Understand the concept of mode shapes
• Apply BC’s and IC’s to obtain structure
response
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Modes and Natural Frequencies
(  ( 
2
2
22
2
2
2
2
2
)(
)(
)(
)(
0
)(
)(
,
)(
)(
)(
)(
=and=where)()()()(
)()(),(
ctT
tT
x
x
x
x
dx
d
tT
tT
c
x
x
dt
d
dx
d
tTxctTx
tTxtx

























Solve by the method of separation of variables:
Substitute into the equation of motion to get:
Results in two second order equations
coupled only by a constant:
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Objectives
• Derive the equation of motion for Shafts
• Estimate the Natural Frequencies
• Understand the concept of mode shapes
• Apply BC’s and IC’s to obtain structure
response
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Initial and boundary conditions
• Two spatial conditions (boundary conditions)
• Two time conditions (initial conditions)
• See table 6.3 for a list of conditions
• Clamped-free rod:
)(=,0)(and)(=,0)(
torque)(0boundaryFree0),(
)deflection(0boundaryClamped0),0(
00 xxxx
tG
t
t
x




 

Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
Example: Grinding Machine
• Top end of shaft is connected to pulley (x=0)
• J1 includes collective inertia of dive belt,
pulley and motor
x
J2
J1
Drive pulley, collective inertia
Grinding head inertia
Shaft of stiffness GJ, length l(x,t)
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
bottomat
),(),(
at top
),(),(
conditionsBoundary
2
2
2
0
2
2
1
0
 



xx
xx
t
tx
J
x
tx
GJ
t
tx
J
x
tx
GJ








The minus sign follows from right hand rule.
Use torque balance at top and bottom to get the
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com







G
c
tTtTxx
G
c
tT
tT
Gx
x
tTxtx

++

















0)()(,0)()(
)(
)(
)(
)(
)()(),(
22
2
2


Using separation of variables
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
)()(
)0()0(
)(
)(
)0(
)0(
)()0()()0(
0atConditionBoundary
2
2
1
2
22
1
1










J
J
J
J
c
tT
tT
J
GJ
tTJtTGJ
x





Similarly the boundary condition at l yields:
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
(x)  a1 sinx + a2 cosx  (0)  a2
(x)  a1cosx  a2sin x  (0)  a1
x  0 
(0)  
2
J1
J
(0)  a1  
J1
J
a2
x  l 
(l ) 
2
J1
J
(l )  a1cosl  a2sinl 
2
J1
J
a1 sinl + a2 cosl
 tan(l ) 
Jl (J1 + J2 )(l )
J1J2 (l )2
 (Jl )2 THE CHARACTERISTIC EQUATION
Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
shapemodefirstthe)(00
)(,0)(
ingshaft turntheofmodebodyrigidthe)(
0)(00,1forNote
and,,3,2,1,forsolveyNumericall
:solutionfirstitsas0has
)()(
))((
)tan(
111
1111
11
22
21
21
axbx
xbaxx
btatT
tTn
G
n
JJJ
JJJ
nnn

+
+



+












Dynamics of Continuous Structures
Maged Mostafa
#WikiCourses
http://WikiCourses.WikiSpaces.com
,Hz039,114,Hz026,76
,Hz013,38,Hz0
Pa1025
m0.25=rad,/mkg5=
,kg/m2700=rad,/mkg10
0tan
43
21
9
2
32
21







ff
ff
G
J
JJ
x





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05 continuous shaft

  • 1. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Vibration of Continuous Structures
  • 2. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Course Contents  SDOF  M-DOF  Cables/String  Bars • Shafts • Vibration Attenuation • Beams • FEM for Vibration • Plates • Aeroelasticity
  • 3. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Vibration of Shafts
  • 4. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Objectives • Derive the equation of motion for Shafts • Estimate the Natural Frequencies • Understand the concept of mode shapes • Apply BC’s and IC’s to obtain structure response
  • 5. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Objectives • Derive the equation of motion for Shafts • Estimate the Natural Frequencies • Understand the concept of mode shapes • Apply BC’s and IC’s to obtain structure response
  • 6. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Shafts • This type of elements appear in rotary machines (motors, Generators ...etc.) • It resists deformations only by torsional resistance
  • 7. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Equation of Motion calculusfrom, mechanicssolidfrom, ),( densitymasssshaft'the sectioncrossareaofmomentpolar= modulusshear= dx x d x tx GJ J G            (x,t)  x (x,t)+d +d x+dx
  • 8. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Equation of Motion dx t tx Jdx x dx 2 2 ),( elementon themomentsSumming       + 2 2 ),(),( yields;sexpressiontheseCombining t tx J x tx GJ x               (x,t)  x (x,t)+d +d x+dx 2 2 2 2 ),(),( constant t txG x tx GJ     
  • 9. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com     G c t tx c x tx  , ),(),( 2 2 2 2 2 For no external torque the equation of motion becomes: , wave speed We can follow the same procedure used to solve string and bar equations
  • 10. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Objectives • Derive the equation of motion for Shafts • Estimate the Natural Frequencies • Understand the concept of mode shapes • Apply BC’s and IC’s to obtain structure response
  • 11. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Modes and Natural Frequencies (  (  2 2 22 2 2 2 2 2 )( )( )( )( 0 )( )( , )( )( )( )( =and=where)()()()( )()(),( ctT tT x x x x dx d tT tT c x x dt d dx d tTxctTx tTxtx                          Solve by the method of separation of variables: Substitute into the equation of motion to get: Results in two second order equations coupled only by a constant:
  • 12. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Objectives • Derive the equation of motion for Shafts • Estimate the Natural Frequencies • Understand the concept of mode shapes • Apply BC’s and IC’s to obtain structure response
  • 13. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Initial and boundary conditions • Two spatial conditions (boundary conditions) • Two time conditions (initial conditions) • See table 6.3 for a list of conditions • Clamped-free rod: )(=,0)(and)(=,0)( torque)(0boundaryFree0),( )deflection(0boundaryClamped0),0( 00 xxxx tG t t x       
  • 14. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com Example: Grinding Machine • Top end of shaft is connected to pulley (x=0) • J1 includes collective inertia of dive belt, pulley and motor x J2 J1 Drive pulley, collective inertia Grinding head inertia Shaft of stiffness GJ, length l(x,t)
  • 15. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com bottomat ),(),( at top ),(),( conditionsBoundary 2 2 2 0 2 2 1 0      xx xx t tx J x tx GJ t tx J x tx GJ         The minus sign follows from right hand rule. Use torque balance at top and bottom to get the
  • 16. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com        G c tTtTxx G c tT tT Gx x tTxtx  ++                  0)()(,0)()( )( )( )( )( )()(),( 22 2 2   Using separation of variables
  • 17. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com )()( )0()0( )( )( )0( )0( )()0()()0( 0atConditionBoundary 2 2 1 2 22 1 1           J J J J c tT tT J GJ tTJtTGJ x      Similarly the boundary condition at l yields:
  • 18. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com (x)  a1 sinx + a2 cosx  (0)  a2 (x)  a1cosx  a2sin x  (0)  a1 x  0  (0)   2 J1 J (0)  a1   J1 J a2 x  l  (l )  2 J1 J (l )  a1cosl  a2sinl  2 J1 J a1 sinl + a2 cosl  tan(l )  Jl (J1 + J2 )(l ) J1J2 (l )2  (Jl )2 THE CHARACTERISTIC EQUATION
  • 19. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com shapemodefirstthe)(00 )(,0)( ingshaft turntheofmodebodyrigidthe)( 0)(00,1forNote and,,3,2,1,forsolveyNumericall :solutionfirstitsas0has )()( ))(( )tan( 111 1111 11 22 21 21 axbx xbaxx btatT tTn G n JJJ JJJ nnn  + +    +            
  • 20. Dynamics of Continuous Structures Maged Mostafa #WikiCourses http://WikiCourses.WikiSpaces.com ,Hz039,114,Hz026,76 ,Hz013,38,Hz0 Pa1025 m0.25=rad,/mkg5= ,kg/m2700=rad,/mkg10 0tan 43 21 9 2 32 21        ff ff G J JJ x    