king fahd university of petroleum & minerals
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King Fahd University of Petroleum & Minerals. Mechanical Engineering Dynamics ME 201 BY Dr. Meyassar N. Al-Haddad Lecture # 36. Chapter 18 Planar Kinetics of Rigid Bodies: Work and Energy. Kinetic Energy. General. Translation. Rotation. Rotation. - PowerPoint PPT PresentationTRANSCRIPT
King Fahd University of Petroleum & Minerals
Mechanical EngineeringDynamics ME 201
BYDr. Meyassar N. Al-Haddad
Lecture # 36
Chapter 18Planar Kinetics of Rigid Bodies:
Work and Energy
Kinetic Energy
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energyKineticenergyKineticRotationalnalTranslatio
21
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222
21
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22 )(21 ωrmI GG
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Translation Rotation General
Rotation
2
21
OOIT
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General Plane Motion (Translation and Rotation)
22
21
21 ωIvmT BB
Example
K.E. of the Body of Bike and man ( translational )
2)(21 manBManB mmT
K.E of the wheel ( Translational + Rotational )
22
21
21 Owheel ImT
Total K.E. = 2 Twheel +T B+Man
Total K.E? .
Example 18-1 mB=6 kgmD=10 kgmC=12 kgNo slippingTotal K.E = ?
Block (Translation)
J92.1)/8.0)(6(21
21 22 smkgmT BBB
Disk (Rotation)222 )
21(
21
21
DDDAAD rmIT
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21 22 sradmkgTD
Cylinder ( Translation &Rotation)22222 )
21(
21
21
21
CCCGCGGC rmmImT
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21)/4.0)(10(
21 222 sradmkgsmkgTC
CDBTotal TTTT J96.444.16.192.1 TotalT
sradrD
BD /8
1.08.0
sradrC
BC /4
2.08.0
2
ProblemwAB=wCD=10 IbwBC=20 IbTotal K.E = ?
ICCICB rr //
ft/s5)1)(/5( ftsradCGB
sradft
sftrCD
CCD /5
1/5
ft.Ib294.1)5]()1)(2.32
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21
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21
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21
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ft.Ib4.10294.1764.7294.1 TT
The work of a force
forcevariableaofWork
dsθFUsF cos
forceconstantaofWork
sθFU ccF )cos(
::
::ntdisplacemevertical:
weightaofWork
W
W
U
Uy
yWUW
• Work of a Spring Force
)21
21( 2
12
2 ksksU s
12 sswhere
Force Perpendicular to the displacement-Weight-Normal reaction
Force That Do No Work
Rolling resistance force Fr
Fr acts at point which has zero velocityThe point is not displaced
Pin Reaction
Ot
On
Oy
Ox
Pin Reaction Do No workAct on zero velocity and create no displacement
The Work of a couple
-Do work only when the body undergoes a rotation-Translation : positive work cancels the negative work-Rotation
θdM
θdrFθdrFθdrFdUM
)(
22
)( 122
1θθMdθMU
θ
θM
dθrSd θ 2
m =10 kg M = 50 NmP = 80N, unstretched 0.5 m
total work? 90~0θ
J2.147)5.1)(81.9(10
Example 18-2
)(21)
21
21( 2
12
22
12
2 sskksksU s msms
25.25.0)275.0(25.05.075.0
2
1
SPU P .
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J75)25.025.2(3021 22 SU
mπrπrπArchS 712.423
242)(
JmNUP 377712.480
J5.78)02
(50 )( 12 θθMUM
)( ygmUW