Pendulums
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Transcript of Pendulums
Pendulums
almost follow Hooke’s law
§ 13.6
Angular Oscillators
• Angular Hooke’s law:
= –• Angular Newton’s second law:
= I• So
– = I• General Solution:
= cos(t + )• where 2 = /I; and are constants
Simple Pendulum
L
m
• Massless, inextensible string/rod• Point-mass bob
Poll Question
The period of a simple pendulum depends on:(Add together the numbers for all correct choices and enter the sum.)
1. The length L.
2. The mass m.
4. The maximum amplitude .
8. The gravitational field g.
Simple Pendulum Force
FT = –wT = –mg sin
L
m
T = wR + mv2/L
w = mg
wT = mg sin
wR = mg cos
Simple Pendulum Torque
FT = –wT = –mg sin = LFT = –L mg sinRestoring torque
L
m
Small-Angle Approximation
For small (in radians)
sin tan
Simple Pendulum
= –L mg sin–L mg = – = Lmg
I = mL2
L
m 2 = /I = = g/L Lmg mL2
is independent of mass m
( is not the angular speed of the pendulum)
Board Work
Find the length of a simple pendulum whose period is 2 s.
About how long is the pendulum of a grandfather clock?
Think Question
An extended object with its center of mass a distance L from the pivot, has a moment of inertia
A. greater than
B. the same as
C. less than
a point mass a distance L from the pivot.
Poll Question
If a pendulum is an extended object with its center of mass a distance L from the pivot, its period is
A. longer than
B. the same as
C. shorter than
The period of a simple pendulum of length L.
Physical Pendulum
Source: Young and Freedman, Figure 13.23.
Physical Pendulum
Fnet = –mg sin
net = –mgd sin
Approximately Hooke’s law
–mgd
= I
mgdI
=
I = Icm + md 2
Example: Suspended Rod
Mass M, center of mass at L/2
I = ML213 I = ML21
4
LL2
Physical pendulum Simple pendulum
L2
harder to turn easier to turn
Damped and Forced Oscillations
Introducing non-conservative forces
§ 13.7–13.8
Damping Force
Such as viscous drag
v
Drag opposes motion: F = –bv
Poll Question
How does damping affect the oscillation frequency?
A. Damping increases the frequency.
B. Damping does not affect the frequency.
C. Damping decreases the frequency.
Light Damping
x(t) = Ae cos('t + )
–bt2m
If ' > 0:
• Oscillates
• Frequency slower than undamped case
• Amplitude decreases over time
' = km 4m2
b2–
Critical Damping
If ' = 0:
x(t) = (C1 + C2t) e–at
• No oscillation
• If displaced, returns directly to equilibrium
' = km 4m2
b2–
Overdamping
• No oscillation
• If displaced, returns slowly to equilibrium
' = km 4m2
b2–
If ' is imaginary:
x(t) = C1 e–a t + C2 e–a t1 2
Energy in Damping
• Damping force –bv is not conservative
• Total mechanical energy decreases over time
• Power = –bv2= F·v = –bv·v
Forced Oscillation
Periodic driving force
F(t) = Fmax cos(dt)
Forced Oscillation
If no damping
If d = ', amplitude increases without bound
Resonance
If lightly damped:
greatest amplitude when d = '
Source: Young and Freedman, Fig. 13.28
Critical or over-damping (b ≥ 2 km):
no resonance