bruce mayer, pe licensed electrical & mechanical engineer bmayer@chabotcollege
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Engineering 36. Chp10: Moment of Interia. Bruce Mayer, PE Licensed Electrical & Mechanical Engineer [email protected]. Mass Moments of Inertia. The Previously Studied “Area Moment of Inertia” does Not Actually have True Inertial Properties - PowerPoint PPT PresentationTRANSCRIPT
[email protected] • ENGR-36_Lec-26_Mass_Moment_of_Inertia.pptx1
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Bruce Mayer, PELicensed Electrical & Mechanical Engineer
Engineering 36
Chp10:Moment of
Interia
[email protected] • ENGR-36_Lec-26_Mass_Moment_of_Inertia.pptx2
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Mass Moments of Inertia The Previously Studied “Area Moment
of Inertia” does Not Actually have True Inertial Properties• The Area Version is More precisely Stated
as the SECOND Moment of Area Objects with Real mass DO have inertia
• i.e., an inertial Body will Resist Rotation by An Applied Torque Thru an F=ma Analog
Inertia ofMoment Mass IIαT
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Mass Moment of Inertia
The Momentof Inertia is
the Resistanceto Spinning
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Linear-Rotational Parallels
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Mass Moment of Inertia The Angular acceleration, , about the axis
AA’ of the small mass m due to the application of a couple is proportional to r2m.• r2m moment of inertia of the mass m
with respect to the axis AA’
For a body of mass m the resistance to rotation about the axis AA’ is
inertiaofmomentmassdmr
mrmrmrmrI
2
223
22
21
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Mass Radius of Gyration Imagine the entire Body Mass
Concentrated into a single Point Now place this mass a distance k from
the rotation axis so as to create the same resistance to rotation as the original body• This Condition Defines, Physically, the
Mass Radius of Gyration, k Mathematically
mIkormkdmrI 22
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Ix, Iy, Iz
Mass Moment of inertia with respect to the y coordinate axis r is the ┴ distance to y-axis
dmxzdmrI y222
Similarly, for the moment of inertia with respect to the x and z axes
dmyxI
dmzyI
z
x22
22
Units Summary• SI 22 mkg dmrI
• US Customary Units
222
2 sftlbftftslbftslugI
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Parallel Axis Theorem
Consider CENTRIODAL Axes (x’,y’,z’) Which are Translated Relative to the Original CoOrd Systems (x,y,z)
The Translation Relationships
zzz
yyy
xxx
'
'
'
In a Manner Similar to the Area Calculation• Two Middle Integrals are
1st-Moments Relative to the CG → 0
• The Last Integral is the Total Mass
Then Write Ix
dmzydmzzdmyydmzy
dmzzyydmzyI x2222
2222
220 0
m
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Parallel Axis Theorem cont.
So Ix
Similarly for the Other two Axes
22
'
2222 00
zymII
mzydmzyI
xx
x
22 zymII xx
so
22
22
yxmII
xzmII
zz
yy
In General for any axis AA’ that is parallel to a centroidal axis BB’
2mdII Also the Radius of
Gyration222 dkk
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Thin Plate Moment of Inertia For a thin plate of uniform thickness t and
homogeneous material of density , the mass moment of inertia with respect to axis AA’ contained in the plate
areaAAAA ItdArttdArdmrI ,222
Similarly, for perpendicular axis BB’ which is also
contained in the plateareaBBBB ItI ,
BBAA
areaBBareaAAareaCCC
II
IItJtI
,,,
For the axis CC’ which is PERPENDICULAR to the plate note that This is a POLAR Geometry
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Polar Moment of Inertia The polar moment of inertia is an important parameter in
problems involving torsion of cylindrical shafts, Torsion in Welded Joints, and the rotation of slabs
In Torsion Problems, Define a Moment of Inertia Relative to the Pivot-Point, or “Pole”, at O
dArJO2
Relate JO to Ix & Iy Using The Pythagorean Theorem
xy
O
II
dAydAxdAyxdArJ
22222
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Thin Plate Examples For the principal centroidal axes on a
rectangular plate 2
1212
1213
121
, maatabbatItI areaAAAA
21212
1213
121
, mbbtababtItI areaBBBB
22121
,, bamIII massBBmassAACC
For centroidal axes on a circular plate
2414
41
, mrrtItII areaAABBAA
221mrIII BBAACC
Area = ab
Area = πr2
[email protected] • ENGR-36_Lec-26_Mass_Moment_of_Inertia.pptx13
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
3D Mass Moments by Integration• The Moment of inertia of a
homogeneous body is obtained from double or triple integrations of the form
dVrI 2• For bodies with two planes of symmetry,
the moment of inertia may be obtained from a single integration by choosing thin slabs perpendicular to the planes of symmetry for dm.
• The moment of inertia with respect to a particular axis for a COMPOSITE body may be obtained by ADDING the moments of inertia with respect to the same axis of the components.
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Common Geometric Shapes
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example 1
Determine the moments of inertia of the steel forging with respect to the xyz coordinate axes, knowing that the specific weight of steel is 490 lb/ft3 (0.284 lb/in3)
SOLUTION PLAN• With the forging divided
into a Square-Bar and two Cylinders, compute the mass and moments of inertia of each component with respect to the xyz axes using the parallel axis theorem.
• Add the moments of inertia from the components to determine the total moments of inertia for the forging.
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example 1 cont.
For The Symmetrically Located Cylinders
ftslb0829.0
sft2.32ftin1728in31lb/ft490
2
233
323
m
gVm
23
21222
121
21
22212
sftlb1059.2
0829.00829.0
ymmaymII xx
Referring to the Geometric-Shape Table for the Cylinders• a = 1” (the radius)• L = 3”• xcentriod = 2.5”• ycentriod = 2”
Then the Axial (x) Moment of Inertia
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example 1 cont.2 Now the Transverse
(y & z) Moments of Inertia
23
212
5.221232
121
121
2221212
sftlb1017.4
0829.030829.0
3
xmLamxmII yy
23
21222
125.22
1232
121
121
2222121
sftlb1048.6
0829.030829.0
3
yxmLamI z
dz
2zd
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example 1 cont.3
For The Sq-Bar
ftslb211.0
sft2.32ftin1728in622lb/ft490
2
233
33
m
gVm
23
21222
126
121
22121
sftlb 1088.4
211.0
cbmII zx
Referring to the Geometric-Shape Table for the Block• a = 2”• b = 6”• c = 2”
Then the Transverse (x & z ) Moments of Inertia
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Example 1 cont.4
And the Axial (y) Moment of Inertia
23
21222
122
121
22121
sftlb 10977.0
211.0
acmI y
33 1059.221088.4 xI23 sftlb1006.10
xI
33 1017.4210977.0 yI23 sftlb1032.9
yI
33 1048.621088.4 zI23 sftlb1084.17
zI
Add the moments of inertia from the components to determine the total moment of inertia.
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
T = Iα
When you take ME104 (Dynamics) at UCBerkeley you will learn that the Rotational Behavior of the CrankShaft depends on its Mass Moment of inertia
[email protected] • ENGR-36_Lec-26_Mass_Moment_of_Inertia.pptx22
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
WhiteBoard Work
Some OtherMass
Moments
For theThick Ring 2
22innerouter
zRRmI
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
WhiteBoard Work
Find MASSMoment of
Inertiafor Prism
About the y-axis in this case
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Bruce Mayer, PERegistered Electrical & Mechanical Engineer
Engineering 36
Appendix 00
sinhTµs
Tµx
dxdy
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Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
WhiteBoard Work
Find MASSMoment of
Inertiafor Roller
About axis AA’ in this case
[email protected] • ENGR-36_Lec-26_Mass_Moment_of_Inertia.pptx26
Bruce Mayer, PE Engineering-36: Engineering Mechanics - Statics
Mass Moment of Inertia Last time we discussed the “Area
Moment of Intertia”• Since Areas do NOT have Inertial
properties, the Areal Moment is more properly called the “2nd Moment of Area”
Massive Objects DO physically have Inertial Properties• Finding the true “Moment of Inertia” is very
analogous to determination of the 2nd Moment of Area