Dynamics Chapter 3 – Complete Revision Guide
Definitions · SI units · formulas · derivations · graphs · worked examples
Jump to: Definitions · Symbols & units · Formula sheet · Derivations · Graphs · Worked examples
1. Essential Definitions and Concepts
Newton’s Three Laws
- First law (law of inertia): A body remains at rest or in uniform straight-line motion unless acted on by an unbalanced external force.
- Second law: The net external force equals the rate of change of momentum and acts in that direction: F = dp/dt; for constant mass, F = ma.
- Third law: When body A exerts a force on B, B simultaneously exerts an equal and opposite force on A. The two forces act on different bodies.
2. Symbols, Quantities and SI Units
| Quantity | Symbol | SI unit | Dimensions |
|---|---|---|---|
| Mass | m | kilogram (kg) | [M] |
| Force / weight / friction | F, W, f | newton (N) | [MLT⁻²] |
| Acceleration | a, g | m s⁻² | [LT⁻²] |
| Momentum | p | kg m s⁻¹ or N s | [MLT⁻¹] |
| Impulse | J | N s | [MLT⁻¹] |
| Work / energy | W, E | joule (J) | [ML²T⁻²] |
| Power | P | watt (W) | [ML²T⁻³] |
| Spring constant | k | N m⁻¹ | [MT⁻²] |
| Coefficient of friction | μ | no unit | dimensionless |
| Time period | T | second (s) | [T] |
| Frequency | f | hertz (Hz) | [T⁻¹] |
3. Complete Formula Sheet
Force and momentum
Weight: W = mg
Momentum: p = mv
Net force: F = ma = Δp/Δt
Impulse: J = FΔt = Δp
Friction
Static: 0 ≤ fₛ ≤ μₛR
Limiting: fₗ = μₛR
Kinetic: fₖ = μₖR
Usually μₛ > μₖ
Work and power
W = Fs cosθ
P = W/t
Instantaneous power: P = Fv (parallel vectors)
Energy
Kinetic: KE = ½mv² = p²/2m
Gravitational PE: U = mgh
Elastic PE: U = ½kx²
Mechanical energy: E = KE + PE
Circular motion
Centripetal acceleration: aᶜ = v²/r = ω²r
Centripetal force: Fᶜ = mv²/r = mω²r
Spring and SHM
Hooke’s law: F = −kx
SHM: a = −ω²x
ω = 2π/T = 2πf
Simple pendulum
T = 2π√(L/g)
g = 4π²L/T²
Valid for small angular displacement
Inclined plane
Along slope: mg sinθ
Into slope: mg cosθ
Normal reaction: R = mg cosθ (simple case)
Conservation laws
Momentum: Σp before = Σp after
Energy: total energy before = total energy after
Work-energy theorem: Wnet = ΔKE
4. Key Derivations
1. Derivation of F = ma
Newton’s second law says F ∝ rate of change of momentum. For constant mass m: F ∝ (mv − mu)/t = m(v − u)/t = ma. In SI units the proportionality constant is 1, so F = ma.
2. Impulse–momentum theorem
F = Δp/Δt. Multiplying by Δt gives FΔt = Δp. Therefore a small force acting for a long time may give the same impulse as a large force acting briefly.
3. Work–energy theorem
For a constant force parallel to motion, W = Fs = mas. From v² − u² = 2as, s = (v² − u²)/(2a). Hence W = ma(v² − u²)/(2a) = ½mv² − ½mu² = ΔKE.
4. Kinetic energy
Work needed to accelerate a body from rest to speed v equals its gain in KE. Put u = 0 in the work–energy result: KE = ½mv².
5. Gravitational potential energy
Raise mass m slowly through height h. Upward force balances weight mg, and displacement is h. Work done = force × displacement = mgh. This work is stored as PE = mgh.
6. Elastic potential energy
For a spring, force rises from 0 to kx. Average force = (0 + kx)/2 = kx/2. Work = average force × extension = (kx/2)x, so U = ½kx².
7. Conservation of mechanical energy in free fall
At height H, total energy = mgH. After falling distance x: v² = 2gx, so KE = ½m(2gx) = mgx and PE = mg(H−x). Sum = mgx + mg(H−x) = mgH, a constant.
8. Simple pendulum formula
For a small angle, the restoring component produces SHM. Its angular frequency is ω = √(g/L). Since T = 2π/ω, T = 2π√(L/g). Therefore g = 4π²L/T².
9. Inclined-plane components
Weight mg is resolved perpendicular and parallel to the slope. In the right triangle, the component adjacent to θ is mg cosθ and the opposite component is mg sinθ. On a smooth slope, ma = mg sinθ, hence a = g sinθ.
10. Conservation of momentum from Newton’s third law
During collision F₁₂ = −F₂₁. Acting for the same time: Δp₁ = −Δp₂. Therefore Δ(p₁+p₂)=0 and m₁u₁+m₂u₂ = m₁v₁+m₂v₂.
5. Graphs and How to Read Them
Force–extension graph (Hooke’s law)
The straight line through the origin means F ∝ x. The slope is spring constant k. Area under the graph is elastic PE = ½kx².
Force–time graph (impulse)
The area under an F–t graph equals impulse and hence change in momentum Δp. A tall short pulse can equal a low broad pulse.
Energy during free fall
KE rises while PE falls by the same amount; total mechanical energy remains constant when air resistance is ignored.
Displacement–time graph for SHM
The wave repeats after one period T. At extreme displacement speed is zero; at the mean position speed is maximum.
6. Worked Examples
Example 1: Impulse
A 0.2 kg ball changes velocity from +15 m/s to −10 m/s in 0.05 s. Δp = m(v−u) = 0.2(−10−15) = −5 kg m/s. Impulse = −5 N s. Average force = Δp/Δt = −5/0.05 = −100 N. The minus sign shows the force is opposite to the initial motion.
Example 2: Collision
A 3 kg trolley at 4 m/s strikes a stationary 1 kg trolley and they stick. Momentum before = 3×4 = 12 kg m/s. After: (3+1)v = 4v. Thus v = 3 m/s. Momentum is conserved; kinetic energy is not conserved in this perfectly inelastic collision.
Example 3: Work at an angle
A 20 N force moves a box 5 m at 60° to displacement. W = Fs cosθ = 20×5×cos60° = 100×0.5 = 50 J. The perpendicular component does no work.
Example 4: Power
A motor lifts 200 kg through 5 m in 10 s. Work = mgh = 200×9.8×5 = 9800 J. Power = W/t = 9800/10 = 980 W.
Example 5: Friction
A 10 kg block rests on a horizontal surface with μ = 0.3. R = mg = 98 N. Limiting friction = μR = 0.3×98 = 29.4 N. A 20 N horizontal push is balanced by 20 N static friction, so the block remains at rest.
Example 6: Inclined plane
A 5 kg block is on a smooth 30° slope. Down-slope force = mg sin30° = 5×9.8×0.5 = 24.5 N. Acceleration = F/m = 24.5/5 = 4.9 m/s². Normal reaction = mg cos30° ≈ 42.4 N.
Example 7: Energy conservation
A 2 kg stone falls from 20 m. Initial PE = 2×9.8×20 = 392 J. After falling 15 m it is 5 m high: PE = 98 J and KE = 392−98 = 294 J. Just before ground, KE = 392 J.
Example 8: Pendulum experiment
For L = 1.00 m, suppose 20 oscillations take 40.1 s. T = 40.1/20 = 2.005 s. g = 4π²L/T² = 39.478/(2.005)² ≈ 9.82 m/s². Timing many oscillations reduces reaction-time error.
7. Exam Checklist and Common Mistakes
- Draw a free-body diagram and choose a positive direction before using signs.
- Write units with every numerical answer; momentum and impulse share dimensions but describe different ideas.
- Action and reaction are equal and opposite but act on different bodies, so they do not cancel each other on one body.
- Centripetal force points inward; centrifugal force is apparent in a rotating frame.
- Work is zero if displacement is zero or the force is perpendicular to displacement.
- Static friction is not always μR; it adjusts from zero up to its limiting value.
- Use conservation of mechanical energy only when non-conservative work such as friction is absent or separately included.
- For collisions, conserve vector momentum. Kinetic energy is conserved only in elastic collisions.
- For pendulums, measure length from the point of suspension to the centre of the bob and use small swings.