- •Preface
- •Textbook Layout and Design
- •Preliminaries
- •See, Do, Teach
- •Other Conditions for Learning
- •Your Brain and Learning
- •The Method of Three Passes
- •Mathematics
- •Summary
- •Homework for Week 0
- •Summary
- •1.1: Introduction: A Bit of History and Philosophy
- •1.2: Dynamics
- •1.3: Coordinates
- •1.5: Forces
- •1.5.1: The Forces of Nature
- •1.5.2: Force Rules
- •Example 1.6.1: Spring and Mass in Static Force Equilibrium
- •1.7: Simple Motion in One Dimension
- •Example 1.7.1: A Mass Falling from Height H
- •Example 1.7.2: A Constant Force in One Dimension
- •1.7.1: Solving Problems with More Than One Object
- •Example 1.7.4: Braking for Bikes, or Just Breaking Bikes?
- •1.8: Motion in Two Dimensions
- •Example 1.8.1: Trajectory of a Cannonball
- •1.8.2: The Inclined Plane
- •Example 1.8.2: The Inclined Plane
- •1.9: Circular Motion
- •1.9.1: Tangential Velocity
- •1.9.2: Centripetal Acceleration
- •Example 1.9.1: Ball on a String
- •Example 1.9.2: Tether Ball/Conic Pendulum
- •1.9.3: Tangential Acceleration
- •Homework for Week 1
- •Summary
- •2.1: Friction
- •Example 2.1.1: Inclined Plane of Length L with Friction
- •Example 2.1.3: Find The Minimum No-Skid Braking Distance for a Car
- •Example 2.1.4: Car Rounding a Banked Curve with Friction
- •2.2: Drag Forces
- •2.2.1: Stokes, or Laminar Drag
- •2.2.2: Rayleigh, or Turbulent Drag
- •2.2.3: Terminal velocity
- •Example 2.2.1: Falling From a Plane and Surviving
- •2.2.4: Advanced: Solution to Equations of Motion for Turbulent Drag
- •Example 2.2.3: Dropping the Ram
- •2.3.1: Time
- •2.3.2: Space
- •2.4.1: Identifying Inertial Frames
- •Example 2.4.1: Weight in an Elevator
- •Example 2.4.2: Pendulum in a Boxcar
- •2.4.2: Advanced: General Relativity and Accelerating Frames
- •2.5: Just For Fun: Hurricanes
- •Homework for Week 2
- •Week 3: Work and Energy
- •Summary
- •3.1: Work and Kinetic Energy
- •3.1.1: Units of Work and Energy
- •3.1.2: Kinetic Energy
- •3.2: The Work-Kinetic Energy Theorem
- •3.2.1: Derivation I: Rectangle Approximation Summation
- •3.2.2: Derivation II: Calculus-y (Chain Rule) Derivation
- •Example 3.2.1: Pulling a Block
- •Example 3.2.2: Range of a Spring Gun
- •3.3: Conservative Forces: Potential Energy
- •3.3.1: Force from Potential Energy
- •3.3.2: Potential Energy Function for Near-Earth Gravity
- •3.3.3: Springs
- •3.4: Conservation of Mechanical Energy
- •3.4.1: Force, Potential Energy, and Total Mechanical Energy
- •Example 3.4.1: Falling Ball Reprise
- •Example 3.4.2: Block Sliding Down Frictionless Incline Reprise
- •Example 3.4.3: A Simple Pendulum
- •Example 3.4.4: Looping the Loop
- •3.5: Generalized Work-Mechanical Energy Theorem
- •Example 3.5.1: Block Sliding Down a Rough Incline
- •Example 3.5.2: A Spring and Rough Incline
- •3.5.1: Heat and Conservation of Energy
- •3.6: Power
- •Example 3.6.1: Rocket Power
- •3.7: Equilibrium
- •3.7.1: Energy Diagrams: Turning Points and Forbidden Regions
- •Homework for Week 3
- •Summary
- •4.1: Systems of Particles
- •Example 4.1.1: Center of Mass of a Few Discrete Particles
- •4.1.2: Coarse Graining: Continuous Mass Distributions
- •Example 4.1.2: Center of Mass of a Continuous Rod
- •Example 4.1.3: Center of mass of a circular wedge
- •4.2: Momentum
- •4.2.1: The Law of Conservation of Momentum
- •4.3: Impulse
- •Example 4.3.1: Average Force Driving a Golf Ball
- •Example 4.3.2: Force, Impulse and Momentum for Windshield and Bug
- •4.3.1: The Impulse Approximation
- •4.3.2: Impulse, Fluids, and Pressure
- •4.4: Center of Mass Reference Frame
- •4.5: Collisions
- •4.5.1: Momentum Conservation in the Impulse Approximation
- •4.5.2: Elastic Collisions
- •4.5.3: Fully Inelastic Collisions
- •4.5.4: Partially Inelastic Collisions
- •4.6: 1-D Elastic Collisions
- •4.6.1: The Relative Velocity Approach
- •4.6.2: 1D Elastic Collision in the Center of Mass Frame
- •4.7: Elastic Collisions in 2-3 Dimensions
- •4.8: Inelastic Collisions
- •Example 4.8.1: One-dimensional Fully Inelastic Collision (only)
- •Example 4.8.2: Ballistic Pendulum
- •Example 4.8.3: Partially Inelastic Collision
- •4.9: Kinetic Energy in the CM Frame
- •Homework for Week 4
- •Summary
- •5.1: Rotational Coordinates in One Dimension
- •5.2.1: The r-dependence of Torque
- •5.2.2: Summing the Moment of Inertia
- •5.3: The Moment of Inertia
- •Example 5.3.1: The Moment of Inertia of a Rod Pivoted at One End
- •5.3.1: Moment of Inertia of a General Rigid Body
- •Example 5.3.2: Moment of Inertia of a Ring
- •Example 5.3.3: Moment of Inertia of a Disk
- •5.3.2: Table of Useful Moments of Inertia
- •5.4: Torque as a Cross Product
- •Example 5.4.1: Rolling the Spool
- •5.5: Torque and the Center of Gravity
- •Example 5.5.1: The Angular Acceleration of a Hanging Rod
- •Example 5.6.1: A Disk Rolling Down an Incline
- •5.7: Rotational Work and Energy
- •5.7.1: Work Done on a Rigid Object
- •5.7.2: The Rolling Constraint and Work
- •Example 5.7.2: Unrolling Spool
- •Example 5.7.3: A Rolling Ball Loops-the-Loop
- •5.8: The Parallel Axis Theorem
- •Example 5.8.1: Moon Around Earth, Earth Around Sun
- •Example 5.8.2: Moment of Inertia of a Hoop Pivoted on One Side
- •5.9: Perpendicular Axis Theorem
- •Example 5.9.1: Moment of Inertia of Hoop for Planar Axis
- •Homework for Week 5
- •Summary
- •6.1: Vector Torque
- •6.2: Total Torque
- •6.2.1: The Law of Conservation of Angular Momentum
- •Example 6.3.1: Angular Momentum of a Point Mass Moving in a Circle
- •Example 6.3.2: Angular Momentum of a Rod Swinging in a Circle
- •Example 6.3.3: Angular Momentum of a Rotating Disk
- •Example 6.3.4: Angular Momentum of Rod Sweeping out Cone
- •6.4: Angular Momentum Conservation
- •Example 6.4.1: The Spinning Professor
- •6.4.1: Radial Forces and Angular Momentum Conservation
- •Example 6.4.2: Mass Orbits On a String
- •6.5: Collisions
- •Example 6.5.1: Fully Inelastic Collision of Ball of Putty with a Free Rod
- •Example 6.5.2: Fully Inelastic Collision of Ball of Putty with Pivoted Rod
- •6.5.1: More General Collisions
- •Example 6.6.1: Rotating Your Tires
- •6.7: Precession of a Top
- •Homework for Week 6
- •Week 7: Statics
- •Statics Summary
- •7.1: Conditions for Static Equilibrium
- •7.2: Static Equilibrium Problems
- •Example 7.2.1: Balancing a See-Saw
- •Example 7.2.2: Two Saw Horses
- •Example 7.2.3: Hanging a Tavern Sign
- •7.2.1: Equilibrium with a Vector Torque
- •Example 7.2.4: Building a Deck
- •7.3: Tipping
- •Example 7.3.1: Tipping Versus Slipping
- •Example 7.3.2: Tipping While Pushing
- •7.4: Force Couples
- •Example 7.4.1: Rolling the Cylinder Over a Step
- •Homework for Week 7
- •Week 8: Fluids
- •Fluids Summary
- •8.1: General Fluid Properties
- •8.1.1: Pressure
- •8.1.2: Density
- •8.1.3: Compressibility
- •8.1.5: Properties Summary
- •Static Fluids
- •8.1.8: Variation of Pressure in Incompressible Fluids
- •Example 8.1.1: Barometers
- •Example 8.1.2: Variation of Oceanic Pressure with Depth
- •8.1.9: Variation of Pressure in Compressible Fluids
- •Example 8.1.3: Variation of Atmospheric Pressure with Height
- •Example 8.2.1: A Hydraulic Lift
- •8.3: Fluid Displacement and Buoyancy
- •Example 8.3.1: Testing the Crown I
- •Example 8.3.2: Testing the Crown II
- •8.4: Fluid Flow
- •8.4.1: Conservation of Flow
- •Example 8.4.1: Emptying the Iced Tea
- •8.4.3: Fluid Viscosity and Resistance
- •8.4.4: A Brief Note on Turbulence
- •8.5: The Human Circulatory System
- •Example 8.5.1: Atherosclerotic Plaque Partially Occludes a Blood Vessel
- •Example 8.5.2: Aneurisms
- •Homework for Week 8
- •Week 9: Oscillations
- •Oscillation Summary
- •9.1: The Simple Harmonic Oscillator
- •9.1.1: The Archetypical Simple Harmonic Oscillator: A Mass on a Spring
- •9.1.2: The Simple Harmonic Oscillator Solution
- •9.1.3: Plotting the Solution: Relations Involving
- •9.1.4: The Energy of a Mass on a Spring
- •9.2: The Pendulum
- •9.2.1: The Physical Pendulum
- •9.3: Damped Oscillation
- •9.3.1: Properties of the Damped Oscillator
- •Example 9.3.1: Car Shock Absorbers
- •9.4: Damped, Driven Oscillation: Resonance
- •9.4.1: Harmonic Driving Forces
- •9.4.2: Solution to Damped, Driven, Simple Harmonic Oscillator
- •9.5: Elastic Properties of Materials
- •9.5.1: Simple Models for Molecular Bonds
- •9.5.2: The Force Constant
- •9.5.3: A Microscopic Picture of a Solid
- •9.5.4: Shear Forces and the Shear Modulus
- •9.5.5: Deformation and Fracture
- •9.6: Human Bone
- •Example 9.6.1: Scaling of Bones with Animal Size
- •Homework for Week 9
- •Week 10: The Wave Equation
- •Wave Summary
- •10.1: Waves
- •10.2: Waves on a String
- •10.3: Solutions to the Wave Equation
- •10.3.1: An Important Property of Waves: Superposition
- •10.3.2: Arbitrary Waveforms Propagating to the Left or Right
- •10.3.3: Harmonic Waveforms Propagating to the Left or Right
- •10.3.4: Stationary Waves
- •10.5: Energy
- •Homework for Week 10
- •Week 11: Sound
- •Sound Summary
- •11.1: Sound Waves in a Fluid
- •11.2: Sound Wave Solutions
- •11.3: Sound Wave Intensity
- •11.3.1: Sound Displacement and Intensity In Terms of Pressure
- •11.3.2: Sound Pressure and Decibels
- •11.4: Doppler Shift
- •11.4.1: Moving Source
- •11.4.2: Moving Receiver
- •11.4.3: Moving Source and Moving Receiver
- •11.5: Standing Waves in Pipes
- •11.5.1: Pipe Closed at Both Ends
- •11.5.2: Pipe Closed at One End
- •11.5.3: Pipe Open at Both Ends
- •11.6: Beats
- •11.7: Interference and Sound Waves
- •Homework for Week 11
- •Week 12: Gravity
- •Gravity Summary
- •12.1: Cosmological Models
- •12.2.1: Ellipses and Conic Sections
- •12.4: The Gravitational Field
- •12.4.1: Spheres, Shells, General Mass Distributions
- •12.5: Gravitational Potential Energy
- •12.6: Energy Diagrams and Orbits
- •12.7: Escape Velocity, Escape Energy
- •Example 12.7.1: How to Cause an Extinction Event
- •Homework for Week 12
146
or
Kg = Kb + 12 mvc2 + mvbvc where Kb is the kinetic energy of the block in the frame of the train.
Week 3: Work and Energy
(248)
Worse, the train is riding on the Earth, which is not exactly at rest relative to the sun, so we could describe the velocity of the block by adding the velocity of the Earth to that of the train and the block within the train. The kinetic energy in this case is so large that the di erence in the energy of the block due to its relative motion in the train coordinates is almost invisible against the huge energy it has in an inertial frame in which the sun is approximately at rest. Finally, as we discussed last week, the sun itself is moving relative to the galactic center or the “rest frame of the visible Universe”.
What, then, is the actual kinetic energy of the block?
I don’t know that there is such a thing. But the kinetic energy of the block in the inertial reference frame of any well-posed problem is 12 mv2, and that will have to be enough for us. As we will prove below, this definition makes the work done by the forces of nature consistent within the frame, so that our computations will give us answers consistent with experiment and experience in the frame coordinates.
3.2: The Work-Kinetic Energy Theorem
Let us now formally state the result we derived above using the new definitions of work and kinetic energy as the Work-Kinetic Energy Theorem (which I will often abbreviate, e.g. WKET) in one dimension in English:
The work done on a mass by the total force acting on it is equal to the change in its kinetic energy.
and as an equation that is correct for constant one dimensional forces only:
W = Fx x = |
1 |
mvf2 − |
1 |
mvi2 = K |
(249) |
|
|
|
|
||||
2 |
2 |
You will note that in the English statement of the theorem, I didn’t say anything about needing the force to be constant or one dimensional. I did this because those conditions aren’t necessary – I only used them to bootstrap and motivate a completely general result. Of course, now it is up to us to prove that the theorem is general and determine its correct and general algebraic form. We can, of course, guess that it is going to be the integral of this di erence expression turned into a di erential expression:
dW = Fxdx = dK |
(250) |
but actually deriving this for an explicitly non-constant force has several important conceptual lessons buried in the derivation. So much so that I’ll derive it in two completely di erent.
3.2.1: Derivation I: Rectangle Approximation Summation
First, let us consider a force that varies with position so that it can be mathematically described as a function of x, Fx(x). To compute the work done going between (say) x0 and some position xf that will ultimately equal the total change in the kinetic energy, we can try to chop the interval xf −x0 up into lots of small pieces, each of width x. x needs to be small enough that Fx basically doesn’t change much across it, so that we are justified in saying that it is “constant” across each interval, even though the value of the constant isn’t exactly the same from interval to interval. The
Week 3: Work and Energy |
147 |
Fx |
|
|
|
|
|
|
|
|
|
x0 |
x1 |
x2 |
x3 |
x4 |
x5 |
x6 |
x7 |
x f |
x |
Figure 33: The work done by a variable force can be approximated arbitrarily accurately by summing Fx x using the average force as if it were a constant force across each of the “slices” of width x one can divide the entire interval into. In the limit that the width x → dx, this summation turns into the integral.
actual value we use as the constant in the interval isn’t terribly important – the easiest to use is the average value or value at the midpoint of the interval, but no matter what sensible value we use the error we make will vanish as we make x smaller and smaller.
In figure 33, you can see a very crude sketch of what one might get chopping the total interval x0 → xf up into eight pieces such that e.g. x1 = x0 + x, x2 = x1 + x,... and computing the work done across each sub-interval using the approximately constant value it has in the middle of the sub-interval. If we let F1 = Fx(x0 + x/2), then the work done in the first interval, for example, is F1 x, the shaded area in the first rectangle draw across the curve. Similarly we can find the work done for the second strip, where F2 = Fx(x1 + x/2) and so on. In each case the work done equals the change in kinetic energy as the particle moves across each interval from x0 to xf .
We then sum the constant acceleration Work-Kinetic-Energy theorem for all of these intervals:
Wtot |
= |
F1(x1 − x0) + F2(x2 − x1) + . . . |
|
|
|||||||||||
|
|
1 |
|
1 |
|
1 |
|
1 |
|
||||||
|
= ( |
|
|
mv2(x1) − |
|
mv2(x0)) + ( |
|
mv2(x2) − |
|
mv2(x1)) + . . . |
|||||
|
2 |
2 |
2 |
2 |
|||||||||||
F1 x + F2 x + . . . = |
1 |
mvf2 − |
1 |
mvi2 |
|
|
|
|
|||||||
|
|
|
|
|
|
|
|
||||||||
|
2 |
2 |
|
|
|
|
|||||||||
8 |
|
1 |
|
|
1 |
|
|
|
|
|
|
|
|||
X |
|
mvf2 − |
mvi2 |
|
|
(251) |
|||||||||
|
|
|
|
|
|
|
|
||||||||
Fi x |
= |
|
|
|
|
|
|
||||||||
|
2 |
2 |
|
|
|||||||||||
i=1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
where the internal changes in kinetic energy at the end of each interval but the first and last cancel. Finally, we let x go to zero in the usual way, and replace summation by integration. Thus:
∞ |
Fx(x0 + i |
xf |
Fxdx = K |
(252) |
Wtot = x→0 i=1 |
x)Δx = Zx0 |
|||
X |
|
|
|
lim
and we have generalized the theorem to include non-constant forces in one dimension82.
This approach is good in that it makes it very clear that the work done is the area under the curve Fx(x), but it buries the key idea – the elimination of time in Newton’s Second Law – way back in the derivation and relies uncomfortably on constant force/acceleration results. It is much more elegant to directly derive this result using straight up calculus, and honestly it is a lot easier, too.
82This is notationally a bit sloppy, as I’m not making it clear that as Deltax gets smaller, you have to systematically increase the number of pieces you divide xF − x0 into and so on, hoping that you all remember you intro calculus course and recognize this picture as being one of the first things you learned about integration...
148 |
Week 3: Work and Energy |
3.2.2: Derivation II: Calculus-y (Chain Rule) Derivation
To do that, we simply take Newton’s Second Law and eliminate dt using the chain rule. The algebra is:
Fx
Fx
Fx
Fxdx
Z x1
Fxdx
x0
Z x1
Wtot = Fxdx
x0
= |
max = m |
dvx |
|
|
|
||||||||
|
dt |
|
|
||||||||||
|
|
|
|
|
|
|
|
|
|
|
|
||
= |
m |
dvx |
|
dx |
|
|
|
(chain rule) |
|
||||
|
|
|
|
|
|
||||||||
|
|
|
|
dx |
dt |
|
|
|
|
|
|
||
= |
m |
dvx |
vx |
|
|
(definition of vx) |
|
||||||
|
|
|
|||||||||||
|
|
|
|
dx |
|
|
|
|
|
|
|
||
= |
mvxdvx |
|
|
(rearrange) |
|
||||||||
|
|
|
|
v |
|
|
|
|
|
|
|
||
= |
m Zv0 1 |
vxdvx |
(integrate both sides) |
|
|||||||||
= |
1 |
mv12 − |
1 |
mv02 |
(The WKE Theorem, QED!) |
(253) |
|||||||
|
2 |
2 |
This is an elegant proof, one that makes it completely clear that time dependence is being eliminated in favor of the direct dependence of v on x. It is also clearly valid for very general one dimensional force functions; at no time did we assume anything about Fx other than its general integrability in the last step.
~
What happens if F is actually a vector force, not necessarily in acting only in one dimension? Well, the first proof above is clearly valid for Fx(x), Fy (y) and Fz (z) independently, so:
Z Z Z Z
~ ~
F · dℓ = Fxdx + Fy dy + Fz dz = Kx + Ky + Kz = K (254)
However, this doesn’t make the meaning of the integral on the left very clear.
x(t)
F
θ
F||
dL
Figure 34: Consider the work done going along the particular trajectory ~x(t) where there is a force
~
F (~x) acting on it that varies along the way. As the particle moves across the small/di erential
~ ~
section dℓ, only the force component along dℓ does work. The other force component changes the direction of the velocity without changing its magnitude.
The best way to understand that is to examine a small piece of the path in two dimensions. In
~
figure 34 a small part of the trajectory of a particle is drawn. A small chunk of that trajectory dℓ represents the vector displacement of the object over a very short time under the action of the force
~
F acting there.
~ ~
The component of F perpendicular to dℓ doesn’t change the speed of the particle; it behaves like a centripetal force and alters the direction of the velocity without altering the speed. The component
~
parallel to dℓ, however, does alter the speed, that is, does work. The magnitude of the component
~
in this direction is (from the picture) F cos(θ) where θ is the angle between the direction of F and
~
the direction of dℓ.
Week 3: Work and Energy |
149 |
That component acts (over this very short distance) like a one dimensional force in the direction of motion, so that
dW = F cos(θ)dℓ = d( |
1 |
mv2) = dK |
(255) |
|
2 |
||||
|
|
|
The next little chunk of ~x(t) has a di erent force and direction but the form of the work done and change in kinetic energy as the particle moves over that chunk is the same. As before, we can integrate from one end of the path to the other doing only the one dimensional integral of the path
~
element dℓ times F||, the component of F parallel to the path at that (each) point.
The vector operation that multiplies a vector by the component of another vector in the same
~
direction as the first is the dot (or scalar) product. The dot product between two vectors A and
~
B can be written more than one way (all equally valid):
~ ~ |
AB cos(θ) |
(256) |
A · B = |
||
= |
AxBx + Ay By + Az Bz |
(257) |
The second form is connected to what we got above just adding up the independent cartesian component statements of the Work-Kinetic Energy Theorem in one (each) dimension, but it doesn’t help us understand how to do the integral between specific starting and ending coordinates along some trajectory. The first form of the dot product, however, corresponds to our picture:
~ |
~ |
(258) |
dW = F cos(θ)dℓ = F · dℓ = dK |
Now we can see what the integral means. We have to sum this up along some specific path between ~x0 and ~x1 to find the total work done moving the particle along that path by the force. For di erential sized chunks, the “sum” becomes an integral and we integrate this along the path to get the correct statement of the Work-Kinetic Energy Theorem in 2 or 3 dimensions:
~x1 |
F~ · dℓ~ = 2 mv12 |
− |
2 mv02 |
= K |
(259) |
||
W (~x0 → ~x1) = Z~x0 |
|||||||
|
1 |
|
|
1 |
|
|
|
Note well that this integral may well be di erent for di erent paths connecting points ~x0 to ~x1! In the most general case, one cannot find the work done without knowing the path taken, because there are many ways to go between any two points and the forces could be very di erent along them.
Also, Note well: Energy is a scalar – just a number with a magnitude and units but no direction
– and hence is considerably easier to treat than vector quantities like forces.
Note well: Normal forces (perpendicular to the direction of motion) do no work: |
|
~ |
(260) |
W = F · ~x = 0. |
In fact, force components perpendicular to the trajectory bend the trajectory with local curvature F = mv2/R but don’t speed the particle up or slow it down. This really simplifies problem solving, as we shall see.
We should think about using time-independent work and energy instead of time dependent Newtonian dynamics whenever the answer requested for a given problem is independent of time. The reason for this should now be clear: we derived the work-energy theorem (and energy conservation) from the elimination of t from the dynamical equations.
Let’s look at a few examples to see how work and energy can make our problem solving lives much better.
Example 3.2.1: Pulling a Block
Suppose we have a block of mass m being pulled by a string at a constant tension T at an angle θ with the horizontal along a rough table with coe cients of friction µs > µk. Typical questions