from rileys dynamics chapter 16 kinetics of rigid bodies: newtons laws
TRANSCRIPT
From Riley’s DynamicsChapter 16
Kinetics of Rigid Bodies:Newton’s Laws
(Q) What are the Euler’s Equations of Motion?
Newton’s Law applies only to the motion of a single particle
translation
G G
RR
only translation translation + rotation
GamR
Newton’s 2nd Law Euler’s Equations of Motion
dmf
dmF
Axyz
OXYZ
on force internal:
on force external:
system coordinate fixed-body:}{
system coordinate fixed-space:}{
Euler’s Equations of Motion Rotation of a Rigid Body
moment
∴ Starting Point Moment of F & f about A
Newton’s 2nd Law Substitution yields
What’s this?
then
&let Now,
.0&0 body, rigid Since
2)(
Kinematics :Recall
//
AAdmB
av
avrraa
BrelBrel
BrelBrelABABAB
After integration, we can get the general form of the Euler’s equations of motion.
Very general equation about rotation. Need to unify the coordinate systems to {Axyz}.
(Q) Simplified Version Plane Motion
//
motion plane
Mass center G lies in the xy-plane.
z
z
yxAza
0
r
dm
mmm AA dmrrdmrrdmarM )]}([{)]([)( Recall
Now, kyaxajzaiza
aa
zyx
kji
ar AxAyAxAy
AyAx
A
)()()(
0
After the similar calculation, we have
where
kMjMiMM AzAyAxA
product of inertia
moment of inertia
Using
0
(Note) The 1st 2 equations are required to maintain the plane motion about z-axis, especially for non-symmetrical geometry case.
Motion of Equations sEuler'-Newton)( equations) 3 (Above GamR
If the body is symmetricabout the plane of motion,
section.)next the(See
0 AzAzx II
If (symmetry) + (acceleration of the point A = 0)
If(symmetry) + (A = G)
JT known- wellThe
(Q) More about the Moment of Inertia
For the particle dm
For the entire body
It uses the information about its geometry.
∴ THE SAME MASS BUT DIFFERENT GEOMETRY
DIFFERENT MOMENT OF INERTIA
IF widely distributedTHEN larger moment of inertia
There are various ways of choosing this small mass element for integration.A specific mass element may be easier to use than other elements.
You may treat the rigid body as a system of particles.
0
0
2nd
momentof area
If the density of the body is uniform,
Practical approach
a rigid body summation of several simple shape rigid bodies
composite body
(Q) What is the radius of gyration?gyration [ʤaiəreiʃən] n. U,C 선회 , 회전 , 선전 ( 旋轉 ); 〖동물 〗 ( 고둥 따위의 ) 나선 . ㉺∼ al [-ʃənəl] ―a. 선회의 , 회전의 .
km
m
I : moment of inertia about the axis
(the moment of inertia aboutthe axis) = mk2
=
NO useful physical interpretation!!
Maybe baseball Home Run !!!!!
(Q) What is the Parallel-Axis Theorem for Moments of Inertia?
0
0measurement of the locationof the mass center from themass center
= m
z’
2
22
2'
2
32
1
mR
mRmR
mRII zz
(Q) More about the Product of Inertia
dm
x
yRz
x
y
In 2-D space
dmRdI zz2 (Note)
(Q) What is the effect of symmetry on the product of inertia?
x
y
z
x
y
y
z
x
z
0
m
xy dmxyI
0
m
yz dmyzI
0
m
xz dmxzI
x
yz
x
z z
y
x
y
0
m
xz dmxzI
0
m
xy dmxyI
0
m
yz dmyzI
(Q) What is the Parallel-Axis Theorem for Product of Inertia?
From definition
or
But, mass center from the mass center
0 0
and
Therefore,
AXES. PRINCIPAL
are axes then
,0 If (Note)
xyz
III zxyzxy
(Q) What is the Rotation Transformation of Inertia Properties?
Consider
x’y’
z’
x
y
z
vectorarbitrary an
frame new }{
frame old}{
xyz
zyx
We know that
)2(
)1(
kji
kji
zyx
zyx
We can represent i’, j’, and k’ w.r.t. i, j, and k.
etc. axis,-y to of projection
where
)3(
ir
krjrirk
krjrirj
krjriri
yx
zzyzxz
zyyyxy
zxyxxx
Substitution yields
krrr
jrrr
irrr
krjrir
krjrir
krjrir
kji
kji
zzzzyyzxx
yzzyyyyxx
xzzxyyxxx
zzyzxzz
zyyyxyy
zxyxxxx
zyx
zyx
)(
)(
)(
)(
)(
)(
zzzzyyzxxz
yzzyyyyxxy
xzzxyyxxxx
rrr
rrr
rrr
or
z
y
x
zzzyzx
yzyyyx
xzxyxx
z
y
x
rrr
rrr
rrr
a vector inthe new frame
a vector inthe old frame
[R] rotation transformationmatrix from old to new frame
oldnew
(Example)
x’
y’
x
y
Θ
Θ
z
y
x
zzzyzx
yzyyyx
xzxyxx
z
y
x
rrr
rrr
rrr
1,0,0
0,cos,sin
0,sin,cos
'''
'''
'''
zzzyzx
yzyyyx
xzxyxx
rrr
rrr
rrr
100
0cossin
0sincos
R
1
100
010
001
100
0cossin
0sincos
,
100
0cossin
0sincos
(Note)
RR
IRR
RR
T
T
T
It means that [R] is an orthonormal matrix.
Rotation about z’-axis
y’
z’
y
z
Θ
Θ
z’
x’
z
x
Θ
Θ
Rotation about x’-axis
cossin0
sincos0
001
zzzyzx
yzyyyx
xzxyxx
rrr
rrr
rrr
cos0sin
010
sin0cos
zzzyzx
yzyyyx
xzxyxx
rrr
rrr
rrr
Rotation about y’-axis
Now, the rotational kinetic energy is ATArot HHT
2
1
2
1
matrix inertia
where
momentumangular
zzyzxz
yzyyxy
xzxyxx
A
III
III
III
I
IH
IT Trot 2
1
.2
1 is -axes''' w.r.t.
and2
1 is axes- w.r.t.Let
ITzyxT
ITxyzT
Trottot
Trottot
Since energy is invariant
II TT
Let : knownold frame
Let : unknownnew frame
T
TTT
TT
T
RIRI
IRIR
II
RR
R
have weSo,
becomes
Therefore
'
that know We1
new from old to newold
This term will be derived in the nextchapter.
(Example)a = 240 mm
b = 120 mm
c = 90 mm
x
y
z
m = 60 kg
Claim: [I] = ?
(Idea)
x
y
z
x’
z’
y’
G
x
z
y
IzyxI
IzyxI
zyxI
using w.r.t. Calculate(3)
ˆ using w.r.t. Calculate(2)
ˆˆˆ w.r.t.ˆ Calculate(1)
G
x
z
y
0
m-kg 03285.0)(12
1
m-kg 01125.0)(12
1
m-kg 036.0)(12
1
ˆˆˆˆˆˆ
222ˆˆ
222ˆˆ
222ˆˆ
zxzyyx
zz
yy
xx
III
bamI
cbmI
camI
b
c
a
03285.000
001125.00
00036.0
I
G
x
z
y
b
c
a
x’
y’
z’
Gr
m 06.0
m 12.0
m 045.0
2
2
2
c
a
b
z
y
x
rG
By using the parallel axis theorem,
0162.0
0432.0
0324.0)12.0)(045.0(60
1314.0)(
045.0)(
m-kg 144.0)06.012.0(6036.0)(
ˆˆ''
ˆˆ''
ˆˆ''
22ˆˆ
2ˆˆ''
22ˆˆ
2ˆˆ''
22222ˆˆ
2ˆˆ''
zxmII
zymII
yxmII
yxmImdII
zxmImdII
zymImdII
zxzx
zyzy
yxyx
zzzzzzz
yyyyyyy
xxxxxxx
1314.00432.00162.0
0432.0045.00324.0
0162.00324.0144.0
I
x
y
z
x’
y’
z’
Θ
Θ
ab
c 56.20
240
90tan
a
b
100
09363.03512.0
03512.09363.0
100
0cossin
0sincos
zzzyzx
yzyyyx
xzxyxx
rrr
rrr
rrr
R
zzyzxz
yzyyxy
xzxyxxT
III
III
III
RIRI
1314.00461.00
0461.00359.00081.0
00081.01531.0
Therefore,
Slender rod
Thin rectangular plate
Thin circular plate
Quiz #1
X’
Y’
Z’
{x’y’z’} 좌표 시스템에 대해 표현된 Inertia matrix 를 구하시오 .
(Q) How to analyze the General Plane Motion of NonSymmetric Bodies?
GamR
For Plane Motion
GamR
For Plane Motion
120 mm dia.m = 7.5 kg
30 mm dia.m = 1.2 kgl = 220 mm= 300-120/2-40/2
40 mm dia.8.5 kg
600 rpm ccwincreasing in speedat the rate of60 rpm per second
Bearing A resists any motionin the z-direction.
Claim:5 reactions& T ?
2rad/sec 283.6sec 60
min 1
rev 1
rad 2
sec min
rev60rpm/sec 60
rad/sec 83.62sec 60
min 1
rev 1
rad 2
min
rev600rpm 600
120 mm dia.m = 7.5 kg
30 mm dia.m = 1.2 kgl = 220 mm= 300-120/2-40/2
40 mm dia.8.5 kg
The same result for this sphere sincezG and xG are minus sign.
The same result for this bar sincezG and xG are minus sign.
For the entire system
Or next page
z
x
z’
x’
20
0
6459.012
1
4
1
2556.12
1
22
2
xzGzyGyxG
yGxG
zG
III
mtmRII
mRI
2556.100
06459.00
006459.0
I
z
yzy
xzxyxT
I
II
III
RIRI
R
z
y
x
z
y
x
R
z
y
x
185.10196.0
06459.00
196.007176.0
94.00342.0
010
342.0094.0
20cos020sin
010
20sin020cos
cos0sin
010
sin0cos
Now,
new toold from
oldnew toold fromoldnew
Sym.
(Q) How to analyze the 3-D Motion of a Rigid Body?
GamR
Recall
How?
X
Y
Z
O
x
z
yA
GGr
Ar
dm
r
All vectors are representedw.r.t. the body-fixed {xyz}.
dmf
dmF
Axyz
OXYZ
on force internal:
on force external:
system coordinate fixed-body:}{
system coordinate fixed-space:}{
Euler’s Equations of Motion Rotation of a Rigid Body
moment
∴ Starting Point Moment of F & f about A
Newton’s 2nd Law Substitution yields
What’s this?
then
&let Now,
.0&0 body, rigid Since
2)(
Kinematics :Recall
//
AAdmB
av
avrraa
BrelBrel
BrelBrelABABAB
After integration, we can get the general form of the Euler’s equations of motion.
Very general equation about rotation. Need to unify the coordinate systems to {Axyz}.
If we use the Cartesian coordinate system,
In vector-matrix form,
Gmy
Axxmx Idmzy )( 22
AxyI
AzAyzAxz
AyzAyAxy
AxzAxyAx
A
Az
Ay
Ax
A
G
G
G
G
z
y
x
A
xy
xz
yz
z
y
x
AAGA
III
III
III
I
a
a
a
a
z
y
x
r
IIamrM
,,
where
0
0
0
Or
.0 G,A If
Gr
z
y
x
G
xy
xz
yz
z
y
x
GA IIM
0
0
0
.0 and 0 , symmetric andG A If GzxGyzGxyG IIIr
= 75 rad/sconstant
= 25 rad/sconstant
= 75 rad/sconstant
= 25 rad/sconstant
or moremathematically
= 75 rad/sconstant
= 25 rad/sconstant
0, Therefore
)(
)(
}){(
)(
000
zyzyx
zy
zy
zy
zyy
y
y
zzyy
zy
i
i
jk
jkj
j
j
kkjj
kj
∴ Solvable!
Therefore,