phys 218 sec. 517-520 review chap. 13 periodic motion
TRANSCRIPT
PHYS 218sec. 517-520
ReviewChap. 13
Periodic Motion
What you have to know
• Periodic motions (oscillations)
• Physical quantities describing periodic motions
• Equation of motion for simple harmonic motion
• Various examples of harmonic motion
• Pendulums
• We skip the parts which have an asterisk (*) in the textbook.
Physical quantities
( )
( )
( )
Amplitude : maximum displacement from equilibrium the maximum value of
Cycle: one complete round trip
Period : the time for one cycle, unit s (sec)
Frequency : the number of cycles in unit time, uni
A x
T
f
®
( )( )
1t Hz s
Angular frequency : 2 fw w p
-=
=
Equilibrium point
Basic relations
1 1 2, , 2f T f
T f T
pw p= = = =
Restoring force
Simple harmonic motion (SHM)
This is the simplest case when the restoring force is directly proportional to the displacement from the equilibrium
2
2
2
2
In this case, the restoring force is in the form of .
Becasue ,
: This is the basic equation for SHM
xF kx
d xF ma m
dt
d x kx
dt m
=-
= =
=-
( )
22
2
Its solution is sinusoidal so sine or cosine function;
cos cos
Therefore, the SHM can be described by
x A A t
d xx
dt
q w
w
= =
=- for SHM
k
mw=
Then it follows that
1 1, 2
2 2
k mf T
m f k
wp
p p= = = =
does not depend on A
Ex 13.2 SHM
A spring: 6 N force causes a displacement of 0.03 m
Attach a 0.5 kg object to the end of the spring, pull it a distance of 0.02 m nad then release it
Spring constant
2
The first condition determines the spring constant
6.0 N200 N/m 200 kg/s
0.03 m
FF kx k
x= Þ = = = =
, f, T of this SHM
2
Since 0.5 kg,
200 kg/s20 rad/s
0.5 kg
20 rad/s 1 13.2 /s 3.2 Hz, 0.31 s
2 2 3.2 Hz
m
k
m
f Tf
w
wp p
=
= = =
= = = = = = =
Displacement in SHM
22
2Equation of motion:
The general solution of this equation is
cos( ) : amplitude, : phase angle
The two constants and can be determined
by initial conditions such as the position
d xx
dt
x A t A
A
w
w ff
f
=-
= +
0 0
and velocity at 0
At 0, , where cos
t
t x x x A f
=
= = =
( )( ) ( )
( )2
2 22
2 2
velocity in SHM
cos sin
acceleration in SHM
cos
Therefore, the velocity oscillates between and
and the acceleration oscillates between and
x
x
dx dv A t A t
dt dt
d x dva A t x
dt dtA A
A A
w f w w f
w w f w
w w
w w
= = + =- +
= = =- + =-
-
- .
( )
0 0 0 0
2 222 2 2 2 2 2 2 0 0
0 0 2 2 2
2 22 2 20 0
0 02 2
0 0
0 0
At 0, and , where cos and sin
cos and sin 1 cos sin
Therefore,
Also
sintan arctan
cos
t x x v v x A v A
x vx A v A
A A
v vA x A x
v vA
x A x
f w f
f w ff fw
w w
w fw ff
f
= = = = =-
\ = = Þ = + = +
= + Þ = +
æ ö- ÷ç ÷= =- Þ = -ç ÷ç ÷çè ø
Displacement in SHM (2)
Energy in SHM
( ) ( )In SHM, cos , sinx A t v A tw f w w f= + =- +
Total energy
( ) ( )
( ) ( ){ }
2 2 2 2 2 2 2
2 2 2 2
2
1 1 1 1sin cos
2 2 2 21
sin cos using 21
2
E mv kx mA t kA t
kkA t t
m
kA
w w f w f
w f w f w
= + = + + +
= + + + ¬ =
= constant It should be so because of energy conservation
max
max
Since contains a sine function and has a cosine function,
when , 0 and
when 0,
x v
x x v
x v v
=± =
= =±2 2 2
2 2
Since the energy relation gives
1 1 1,
2 2 2
we get
kA mv kx
kv A x
m
= +
=± -
Ex 13.4 Velocity, acceleration, and energy in SHM
200 N/m, 0.5 kg and the oscillating mass is released from rest at 0.02 m.k m x= = =
Maximum and minimum velocity
( )
2 2
max
min
As we derived in the previous page,
.
200 N/m0.02 m 0.40 m/s
0.5 kg
0.40 m/s
kv A x
m
kv A
m
kv A
m
=± -
Þ = = ´ =
=- =-
Note that the minimum value is NOT 0!
Maximum acceleration
( )( )
2
2max max
Since ,
200 N/m 0.02 m8.0 m/s
0.50 kg
ka x x
m
k kAa x
m m
w=- =-
= = = =
Ex 13.4 Cont’d
The body has moved halfway to the center from its original position
2 2
2
The position of the body is / 2 0.01 m.
Then,
0.35 m/s
4.0 m/s
x A
kv A x
mk
a xm
= =
=- - =-
=- =-
The body is moving from x=A/2 to x=0. Thus we choose the negative sign
for the velocity.
Ex 13.5 Energy and momentum in SHM
1v
O
M
m
This is a collision problem.
always consider momentum conservation!
To use momentum conservation,
we should first know the velocity of the body.
The velocity can be obtained by energy consideration.
Þ
21 1
2 21 1 1 1 1
1Before the collision, the total energy is
2
1 1At 0, 0, and
2 2
E kA
kx U E kA Mv v A
M
=
= = = = Þ =
Velocity at x=0
Collision
( )1 2 2 1
in -directionBy momentum conservation ,
0M
M v M m v v vM
x
m+ = + Þ =
+
The putty m is moving in y-direction.
Ex 13.5 Cont’d
After the Collision
( ) ( )
2
22
2 2 1 1
2
Now the body ( ) is moving with at 0.
Then the total energy becomes
1 1
2 2
1The total energy can also be written in terms of the amplitude as ,
2th
M m v x
M ME M m v M m v E
M m M m
E kA
+ =
æ ö æ ö÷ ÷ç ç= + = + =÷ ÷ç ç÷ ÷ç çè ø è ø+ +
=
2 22 1 2 1
erefore,
1 1
2 2
The period is
mass2
spring constant
Then the period after the collision is
2
M MkA kA A A
M m M m
T
M mT
k
p
p
æ ö÷ç= Þ =÷ç ÷çè ø+ +
=
+=
Ex 13.5 Cont’d
If the Collision happens when M is at x=A
The velocity of the block is then zero.
There is no motion and the collision just causes the change of
the mass from to .
Since the amplitude does not change, the
total energy of the system does not
M m
change.
The period depends on the mass, so
2
after the collision.
M mT
kp
+=
Vertical SHM
l
lD
l
F k l= D
F mg=
In equilibrium,
k l mgD =
l xD -
l
F k l= D
F mg=
equilibrium oscillation
x
( )
2
Therefore,
SHM
netF k l x mg kx
d x kx
dt m
= D - - =-
=- Þ
Angular SHM
: angular displacementq
2
2
Equation of motion (from Newton's 2nd law)
If the restoring torque is proportional to the angular displacement
Therefore, we get
SHM
The angular frequency is
I
d
dt I
I
t a
t kq
q ka q
kw
=
=-
= =- Þ
=
Simple pendulum
L
q
T
mg
x
2
2
Equation of motion along the direction
sin (cf )
Therefore,
sin SHM
The angular frequency is
x
F mg x L
d x gg g x
dt L
g
L
q q q
q q
w
=- =
=- » - =- Þ
=sinmg q
cosmg q
The Taylor expansion
When is small
sin
q
q q;
Physical pendulum
Any real pendulum
pivot
d
mg
q
You can treat this object as a point-like object which has the mass of the object
at its center-of-mass position.
Then it becomes similar to the case of simple pendulum.
( )( )
2
2
sin
When is small, sin ,
SHM
angular frequency
mg d I
d mgd
dt I
mgd
I
t q a
q q q
w
=- =
»
Þ =- Þ
=2
2
. For simple pendulum,
then we have
cf I md
mgd g
md dw
=
= =
Forced oscillations & resonance
Damped oscillations
These topics will not be summarized here.
But you should read the textbook for these topics.