vibrations and waves 13.01 hooke’s law 13.02 elastic potential energy 13.03 comparing shm with...

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Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 3.04 Position, Velocity and Acceleration as a Function of Time Topics 13.05 Motion of a Pendulum Vibrations and Waves (3 of 33)

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Page 1: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves

13.01 Hooke’s Law

13.02 Elastic Potential Energy

13.03 Comparing SHM with Uniform Circular Motion

13.04 Position, Velocity and Acceleration as a Function of Time

Topics

13.05 Motion of a Pendulum

Vibrations and Waves (3 of 33)

Page 2: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Hooke’s Law

If an object vibrates or oscillates back and forth over the same path, each cycle taking the same amount of time, the motion is called periodic (T).

m

We assume that the surface is frictionless. There is a point where the spring is neither stretched nor compressed; this is the equilibrium position. We measure displacement from that point (x = 0 ).

x = 0

Vibrations and Waves (4 of 33)

Page 3: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

m

x = 0

Hooke’s Law

The minus sign on the force indicates that it is a restoring force – it is directed to restore the mass to its equilibrium position.

The restoring force exerted by the spring depends on the displacement:

m

x

F

[13.1] kxFs

Vibrations and Waves (5 of 33)

Page 4: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

m

x

F kxF

(a) (k) is the spring constant

(b) Displacement (x) is measured from the equilibrium point

(c) Amplitude (A) is the maximum displacement

(e) Period (T) is the time required to complete one cycle

(f) Frequency (f) is the number of cycles completed per second

(d) A cycle is a full to-and-fro motion

Hooke’s Law

Vibrations and Waves (6 of 33)

Page 5: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

If the spring is hung vertically, the only change is in the equilibrium position, which is at the point where the spring force equals the gravitational force.

m

xo okxF

mgEquilibrium

Position

Hooke’s Law

Vibrations and Waves (7 of 33)

Page 6: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Any vibrating system where the restoring force is proportional to the negative of the displacement

moves with simple harmonic motion (SHM), and is often called a simple harmonic oscillator.

kxF

Hooke’s Law

Vibrations and Waves (8 of 33)

Page 7: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Potential energy of a spring is given by:

The total mechanical energy is then:

The total mechanical energy will be conserved

2kx

2mv

E22

total

Elastic Potential Energy

[13.3] 2

kxPE

2

s

Vibrations and Waves (9 of 33)

Page 8: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

If the mass is at the limits of its motion, the energy is all potential.

m

A 2kA

PE2

m

x = 0

vmax

If the mass is at the equilibrium point, the energy is all kinetic.

2

mvKE

2max

Elastic Potential Energy

Vibrations and Waves (10 of 33)

Page 9: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

This can be solved for the velocity as a function of position:

The total energy is, therefore

And we can write: 2

kAE

2

total

2kx

2mv

2kA 222

where mk

AAmk

v 2max

Elastic Potential Energy

[13.6] xA mk

v 22

Vibrations and Waves (11 of 33)

Page 10: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

The acceleration can be calculated as function of displacement

m

x

F

kxF

kxma

xmk

a

Amk

amax

Elastic Potential Energy

Vibrations and Waves (12 of 33)

Page 11: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

If we look at the projection onto the x axis of an object moving in a circle of radius A at a constant speed vmax, we find that the x component of its velocity varies as:

This is identical to SHM.

A

vmax

x

θsinvv max

22 xAmk

v

22 xA

mk

Avmax AxA

θsin22

AxA

mk

Av22

v

Comparing Simple Harmonic Motion with Circular Motion

Vibrations and Waves (13 of 33)

2

2

maxA

x1vv

Page 12: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Therefore, we can use the period and frequency of a particle moving in a circle to find the period and frequency of SHM:

mk

Avmax mk

Avmax T

Aπ2

km

π2T

mk

π21

T1

f

Comparing Simple Harmonic Motion with Circular Motion

fA2

Vibrations and Waves (14 of 33)

Page 13: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

7b)-(11 mk

21

f

A mass m at the end of a spring vibrates with a frequency of 0.88 Hz. When an additional 680 g mass is added to m, the frequency is 0.60 Hz. What is the value of m?

Comparing SHM with Uniform Circular Motion (Problem)

Frequency of oscillation

22

4

kmf

constantmf 2 222

211 fmfm

22 Hz 60.0kg 680.0mHz 88.0m kg 59.0m

k is constant regardless of the mass attached to the spring

Vibrations and Waves (15 of 33)

Page 14: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves 11-01

~M1 ~M2 ~M3 ~M4 ~M5 ~M6 ~M7 ~M8 ~M10~M9~M11~M12~M13~M14~M15~M16~M17~M18 ~M20~M19~M21~M22~M23~M24~M25~M26~M27~M28 ~M30~M29~M31~M32~M33~M34~M35~M36~M37~M38 ~M40~M39~M41~M42~M43~M44~M45~M46~M47~M48 ~M50~M49~M51~M52~M53~M54~M55~M56~M57~M58 ~M60~M590% 20% 40% 60% 80% 100%

4

3

2

1

A mass on a spring undergoes SHM. When the mass passes through the equilibrium position, its instantaneous velocity

(A) is maximum.

(B) is less than maximum, but not zero.

(C) is zero.

(D) cannot be determined from the information given.

Page 15: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves 11-02

~M1 ~M2 ~M3 ~M4 ~M5 ~M6 ~M7 ~M8 ~M10~M9~M11~M12~M13~M14~M15~M16~M17~M18 ~M20~M19~M21~M22~M23~M24~M25~M26~M27~M28 ~M30~M29~M31~M32~M33~M34~M35~M36~M37~M38 ~M40~M39~M41~M42~M43~M44~M45~M46~M47~M48 ~M50~M49~M51~M52~M53~M54~M55~M56~M57~M58 ~M60~M590% 20% 40% 60% 80% 100%

4

3

2

1

A mass is attached to a vertical spring and bobs up and down between points A and B. Where is the mass located when its kinetic energy is a minimum?

(A) at either A or B

(B) midway between A and B

(C) one-fourth of the way between A and B

(D) none of the above

Page 16: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

A 0.60 kg mass at the end of a spring vibrates 3.0 times per second with an amplitude of 0.13 m. Determine the velocity when it passes the equilibrium point,

Comparing SHM with Uniform Circular Motion (Problem)

6)-(11 fA2vmax

m 13.0Hz 32vmax m/s 45.2

Vibrations and Waves (18 of 33)

Page 17: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

A 0.60 kg mass at the end of a spring vibrates 3.0 times per second with an amplitude of 0.13 m. Determine the velocity when it is 0.10 m from equilibrium,

Comparing SHM with Uniform Circular Motion (Problem) con’t

5)-(11 A

x1vv

2

2

max

2

2

m 13.0

m 10.01m/s 45.2v m/s 6.1

m/s 45.2vmax

Vibrations and Waves (19 of 33)

Page 18: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

A 0.60 kg mass at the end of a spring vibrates 3.0 times per second with an amplitude of 0.13 m. Determine the total energy of the system,

Comparing SHM with Uniform Circular Motion (Problem) con’t

4b)-(11 2

mvE

2max

2

m/s 2.45 kg 60.0E

2 J 8.1

m/s 45.2vmax

Vibrations and Waves (20 of 33)

Page 19: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves 11-03

~M1 ~M2 ~M3 ~M4 ~M5 ~M6 ~M7 ~M8 ~M10~M9~M11~M12~M13~M14~M15~M16~M17~M18 ~M20~M19~M21~M22~M23~M24~M25~M26~M27~M28 ~M30~M29~M31~M32~M33~M34~M35~M36~M37~M38 ~M40~M39~M41~M42~M43~M44~M45~M46~M47~M48 ~M50~M49~M51~M52~M53~M54~M55~M56~M57~M58 ~M60~M590% 20% 40% 60% 80% 100%

4

3

2

1

A mass is attached to a vertical spring and bobs up and down between points A and B. Where is the mass located when its potential energy is a minimum?

(A) at either A or B

(B) midway between A and B

(C) one-fourth of the way between A and B

(D) none of the above

Page 20: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves 11-04

~M1 ~M2 ~M3 ~M4 ~M5 ~M6 ~M7 ~M8 ~M10~M9~M11~M12~M13~M14~M15~M16~M17~M18 ~M20~M19~M21~M22~M23~M24~M25~M26~M27~M28 ~M30~M29~M31~M32~M33~M34~M35~M36~M37~M38 ~M40~M39~M41~M42~M43~M44~M45~M46~M47~M48 ~M50~M49~M51~M52~M53~M54~M55~M56~M57~M58 ~M60~M590% 20% 40% 60% 80% 100%

4

3

2

1

Doubling only the amplitude of a vibrating mass-and-spring system produces what effect on the system's mechanical energy?

(A) increases the energy by a factor of two

(B) increases the energy by a factor of three

(C) increases the energy by a factor of four

(D) produces no change

Page 21: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

A mass of 2.62 kg stretches a vertical spring 0.315 m. If the spring is stretched an additional 0.130 m and released, how long does it take to reach the (new) equilibrium position again?

Comparing SHM with Uniform Circular Motion (Problem)

1)-(11 kxF

xF

k x

mg

m 315.0m/s 9.8 gk 62.2 2

N/m 5.18

7a)-(11 km

2T

km

42

4T

N/m 5.81kg 62.2

42

s 282.0

Vibrations and Waves (23 of 33)

Page 22: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves 11-05

~M1 ~M2 ~M3 ~M4 ~M5 ~M6 ~M7 ~M8 ~M10~M9~M11~M12~M13~M14~M15~M16~M17~M18 ~M20~M19~M21~M22~M23~M24~M25~M26~M27~M28 ~M30~M29~M31~M32~M33~M34~M35~M36~M37~M38 ~M40~M39~M41~M42~M43~M44~M45~M46~M47~M48 ~M50~M49~M51~M52~M53~M54~M55~M56~M57~M58 ~M60~M590% 20% 40% 60% 80% 100%

4

3

2

1

Doubling only the spring constant of a vibrating mass-and-spring system produces what effect on the system's mechanical energy?

(A) increases the energy by a factor of three

(B) increases he energy by a factor of four

(C) produces no change

(D) increases the energy by a factor of two

Page 23: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

A simple pendulum consists of a mass at the end of a lightweight cord. We assume that the cord does not stretch, and that its mass is negligible.

The Simple Pendulum

Vibrations and Waves (25 of 33)

Page 24: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

mg

F

s

x

sinmgF

Lx

sin

x L

mgF

Small angles x s

s L

mgF

k forSHM

km

2T

Lmgm

2gL

2T

L

m

The Simple Pendulum

Vibrations and Waves (26 of 33)

Page 25: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Vibrations and Waves 11-06

~M1 ~M2 ~M3 ~M4 ~M5 ~M6 ~M7 ~M8 ~M10~M9~M11~M12~M13~M14~M15~M16~M17~M18 ~M20~M19~M21~M22~M23~M24~M25~M26~M27~M28 ~M30~M29~M31~M32~M33~M34~M35~M36~M37~M38 ~M40~M39~M41~M42~M43~M44~M45~M46~M47~M48 ~M50~M49~M51~M52~M53~M54~M55~M56~M57~M58 ~M60~M590% 20% 40% 60% 80% 100%

4

3

2

1

A simple pendulum consists of a mass M attached to a weightless string of length L. For this system, when undergoing small oscillations

(A) the frequency is proportional to the amplitude.

(B) the period is proportional to the amplitude.

(C) the frequency is independent of the length L.

(D) the frequency is independent of the mass M.

Page 26: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

The length of a simple pendulum is 0.760 m, the pendulum bob has a mass of 365 grams, and it is released at an angle of 12.0° to the vertical. With what frequency does it vibrate? Assume SHM.

Comparing SHM with Uniform Circular Motion (Problem)

11b)-(11 Lg

21

f

m 76.0

m/s 8.921

f2

Hz 572.0

Vibrations and Waves (28 of 33)

Page 27: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

The length of a simple pendulum is 0.760 m, the pendulum bob has a mass of 365 grams, and it is released at an angle of 12.0° to the vertical. What is the pendulum bob’s speed when it passes through the lowest point of the swing?

L0

cosh L L

cosL

Comparing SHM with Uniform Circular Motion (Problem) con’t

Conservation of energy

11a)-(6 0PEKE

0cos1mgL2

mv2

cos1gL2v

o2 12cos1m 0.760 m/s 9.8 2v m/s 571.0

0mgh2

mv2

Vibrations and Waves (29 of 33)

Page 28: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

The length of a simple pendulum is 0.760 m, the pendulum bob has a mass of 365 grams, and it is released at an angle of 12.0° to the vertical. Assume SHM. What is the total energy stored in this oscillation, assuming no losses?

Comparing SHM with Uniform Circular Motion (Problem) con’t

4b)-(11 2

mvE

2max

2

m/s 0.571 kg 365.0E

2

J 0.0595E

L0

cosh L L

cosL

m/s 571.0vmax

Vibrations and Waves (30 of 33)

Page 29: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

Summary of Chapter 11

For SHM, the restoring force is proportional to the displacement. kxF

The period is the time required for one cycle, and the frequency is the number of cycles per second.

km

π2T Period for a mass on a spring:

2kx

2mv

E22

total

During SHM, the total energy is continually changing from kinetic to potential and back.

Vibrations and Waves (31 of 33)

Page 30: Vibrations and Waves 13.01 Hooke’s Law 13.02 Elastic Potential Energy 13.03 Comparing SHM with Uniform Circular Motion 13.04 Position, Velocity and Acceleration

A simple pendulum approximates SHM if its amplitude is not large. Its period in that case is:

gL

π2T

The kinematics of a mass/spring system:

mk

AAmk

v 2max

Amk

amax

22 xAmk

v Velocity

xmk

a

Acceleration

Summary of Chapter 11

Vibrations and Waves (32 of 33)