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Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 – French, Chapter 3

Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

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Page 1: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Physics 42200

Waves & Oscillations

Spring 2013 SemesterMatthew Jones

Lecture 6 – French, Chapter 3

Page 2: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Announcement

• Office hours:

– Nominally 2:00 to 3:00 Tuesdays and Thursdays

– If I am not in my office (Phys 378) then I might be

in my lab (Phys 337). If the door is closed, use the

“secret knock” (4-2-2)…

– The teaching assistants are:

• Qiang Zhang ([email protected])

• Jie Hui ([email protected])

• They should be available Wednesday mornings in room

Phys 6A or Phys 4.

Page 3: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

• Consider a mass-spring system:

� = 12� �� � + 1

2��• How do we account for the mass of the spring?

– Hooke’s constant, k, already accounts for all the potential

energy stored in the spring

– All pieces of the spring are in motion and give an

additional contribution to the kinetic energy

– We need to calculate this and add it to the kinetic energy

of the mass.

Still More Oscillating Systems

Page 4: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Physical Spring

• When the mass is in motion, how much kinetic

energy does the spring have?

� = 0 � = ��

1. The spring has a total length � and total

mass 2. The velocity of the fixed end of the spring

is always zero

3. The velocity of the moving end of the

spring is given by ��4. At a distance � from the fixed end, the

velocity will be

� = �� ��

5. The mass of an element of length �� will

be

� = � ��

Page 5: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Physical Spring

• Kinetic energy of one element of the spring:

�� = 12 ��� = 12�� ��

� � ��

• We get the total kinetic energy by integrating over

the length of the spring:

������� = 2�� �� �� ����

�= 6�� �� ���

= 6 �� �

• Total kinetic energy is � = ����� + �������

�0

Page 6: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Physical Spring

• Total kinetic energy:

� = 12� �� � + 1

6 �� � = 12 � +

3 �� �• Potential energy:

= 12��

• Total energy:

� = � + = 12 � +

3 �� � + 12��

• We know that when � = !�� �� � + !

� �� the frequency is

" = /�• Therefore, the oscillation frequency of the physical spring must be

" = � + /3

Page 7: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Damping

• Most oscillating physical systems dissipate their energy over time

• We will consider the special cases where the force is a function of velocity

$ = −&!� − &���• The drag force is in the opposite direction of the velocity

• Typical of an object moving through a fluid

– Moving quickly through air: turbulent drag (&��� is important)

– Moving slowly through water: viscous drag (&!� is important)

• When � is small enough, or &� is small enough, only the first term is important.

Page 8: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Oscillating System with Drag

• Newton’s second law:

��' = −� − &����' + &�� + � = 0

• What is the solution to this differential equation?

• Let � ( = )*+,– then �� ( = -)*+, and �' ( = -�)*+,

• Substitute it into the differential equation:

-�� + -& + )*+, = 0

��

./0/�

Page 9: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Oscillating Systems with Drag

-��+ -& + )*+, = 0This is true for any value of ( only when

-�� + -& + = 0Use the quadratic formula:

- = −& ± &� − 4�2� = − &

2� ± &�4�� −

which we write as

- = −32 ±3�4 − "� �

Page 10: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Oscillating Systems with Damping

��' + &�� + � = 0� ( = )*45�,*, 56

7 4 89 6 + :*45�,*4, 567 4 89 6

Three cases to consider:

1.567 − "� � > 0

2.567 − "� � < 0

3.567 − "� � = 0

Page 11: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Oscillating Systems with Damping

� ( = )*45�,*, 567 4 89 6 + :*45�,*4, 56

7 4 89 6

When =>? − @A > > A both exponents are real and negative

�(()

The mass does not oscillate

It gradually approaches the

equilibrium position at � = 0.

Page 12: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Oscillating Systems with Damping

� ( = )*45�,*, 567 4 89 6 + :*45�,*4, 56

7 4 89 6

When =>? − @A > < A we can write:

� ( = )*45�,*�, 89 64567 + :*45�,*4�, 89 64567

= D*45�, cos "( + Hwhere " = "� � − 56

7Oscillation frequency gradually

decreases.

Oscillation frequency is slightly lower

than the un-damped oscillator.

Page 13: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Oscillating Systems with Damping

• Third possibility: 5� −"� = 0

• In this case the solution is slightly different:

� ( = () + :()*45�,

fastest return to equilibrium

position without oscillating.

Page 14: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Notation

• We just introduced a lot of notation:

"� = /�3 = &

�" = 3�

4 − "� �

• None of these express a “fundamental physical law”

• They are just definitions

• If we had defined 3I = J�� then we could write

� ( = )*45I,*, 5I 64 89 6 + :*45I,*4, 5I 64 89 6

• Maybe this is simpler or easier to remember, but it is still rather arbitrary and chosen only for convenience.

Page 15: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Suggestion

• Do not memorize these formulas…

• Instead, memorize this procedure:

��' + &�� + � = 0� ( = )*+,

-�� + -& + )*+, = 0-�� + -& + = 0

- = −& ± &� − 4�2� = − &

2� ± &�4�� −

• Then define any new variables you introduce:

� ( = K*4=>, cos @( + L (when J67�6 − M

� < 0)

• Recognize that there are three possible forms of the solution.

Page 16: Physics 42200 Waves & Oscillations · Physics 42200 Waves & Oscillations Spring 2013 Semester Matthew Jones Lecture 6 –French, Chapter 3

Example

• Suppose a 1 kg mass oscillates with frequency Nand the amplitude of oscillations decreases by a

factor of !� in time �. What differential equation

describes the motion?

��' + &�� + � = 0� = 1O

& = 2� log 2�

= � 4R�N� + log 2�