Unit 3 · Topic 07
Circular-motion dynamics
Circular motion requires radial acceleration toward the centre. That acceleration does not create a new force: it must be produced by the radial component of the physical forces already present in the FBD.
Unit 3Circular dynamicsOpen navigation
Concept 01
Net radial force
Essential The minimum you should retain
For speed v on a circular path of radius R, radial acceleration has magnitude and points toward the centre.
UnderstandInterpret and connect
The radial dynamical equation is ΣF_r = m a_r. If inward is chosen positive, it can be written ΣF_inward = m .
DeepenFormulation and conditions
«Centripetal» describes the direction of acceleration or radial resultant; it is not an additional interaction. Tension, normal force, gravity, or friction may supply the radial force depending on the system.
ExploreConnections for further study
If speed changes, tangential acceleration may also exist. Newton's second law then separates naturally into radial and tangential directions.
Mathematical relation
Newton's second law in the radial direction
Newton's second law projected toward the centre of a circular path.
Centripetal describes the radial resultant, not a new interaction.
DeepenVariables, conditions, and checks
Variables
- ΣF_in
- inward radial resultant; usual unit: N
- v
- instantaneous speed; usual unit: m/s
- R
- local radius; usual unit: m
Conditions of application
- The path is locally circular.
- The radial convention is declared.
Dimensional check
kg·(m²/s²)/m=N.
Errors it helps prevent
- Adding an extra centripetal force.
- Treating radial direction as a fixed global axis.
Concept 02
Horizontal curve
Essential The minimum you should retain
On a flat unbanked curve, static friction between tyres and road may provide the horizontal force that keeps a vehicle on a circular path.
UnderstandInterpret and connect
For a horizontal road with no vertical acceleration, N = mg. The required friction is m and must not exceed μ_sN if slipping is to be avoided.
DeepenFormulation and conditions
The condition m ≤ μ_s mg gives v ≤ sqrt(μ_s g R) in this model. Mass cancels, so the ideal limit depends on μ_s, g, and R.
ExploreConnections for further study
This does not mean all real vehicles share the same limit. Tyres, aerodynamics, suspension, and load distribution can make the simple model inadequate.
Worked example
Maximum speed on an ideal flat curve
A flat curve has radius 50 m and static-friction coefficient 0.40.
- R = 50 m
- μ_s = 0.40
- g = 9.8 m/s²
Find the maximum speed before sliding.
- Vertical balance
N = mg.
- Radial direction
Static friction supplies the required radial force m .
- Threshold
At the limit, μ_smg = m .
- Calculation
v_max = sqrt(μ_sgR) = sqrt(0.40·9.8·50) = 14.0 m/s.
Mathematical relation
Ideal speed limit on a flat curve
The threshold speed before sliding in the simple flat-curve model.
Mass cancels in this ideal model.
DeepenVariables, conditions, and checks
Variables
- v_max
- ideal maximum speed; usual unit: m/s
- μ_s
- static coefficient; usual unit: dimensionless
- R
- radius; usual unit: m
Conditions of application
- Flat unbanked curve.
- Static friction supplies all horizontal radial force.
- There is no vertical acceleration.
- The Coulomb model is used.
Dimensional check
gR has dimension m²/s².
Velocity is tangent and static friction points inward. No separate centripetal force is added.
Concept 03
Banked curve
Essential The minimum you should retain
A banked road tilts the normal force so that it has a horizontal component toward the centre of the curve.
UnderstandInterpret and connect
At one design speed, an ideal banked curve can use the horizontal component of N to supply the entire radial force without friction.
DeepenFormulation and conditions
With no friction and bank angle θ above horizontal: N cosθ = mg and N sinθ = m . Dividing gives tanθ = v²/(Rg).
ExploreConnections for further study
If speed differs from the design value, friction may be needed and its direction depends on the tendency to slide up or down the bank. This is an extension, not a rule to memorize.
Mathematical relation
Ideal frictionless banked curve
The relation between bank angle and design speed without friction.
The horizontal component of normal force supplies the radial resultant.
DeepenVariables, conditions, and checks
Variables
- θ
- bank angle; usual unit: rad or °
- v
- design speed; usual unit: m/s
- R
- radius; usual unit: m
Conditions of application
- Friction is negligible.
- The circular path is horizontal.
- Vertical acceleration is zero.
Dimensional check
Both sides are dimensionless.
Errors it helps prevent
- Assuming the angle depends on mass.
Normal force is perpendicular to the road; its horizontal component points inward and its vertical component balances weight. The dashed guides separate those two components of the normal force.
Concept 04
Vertical circle
Essential The minimum you should retain
On a vertical circular path, the inward direction changes with position, so weight may help or oppose the required radial force.
UnderstandInterpret and connect
At the top, weight and an inward normal or tension can both contribute to m . At the bottom, weight points opposite the inward radial direction.
DeepenFormulation and conditions
Write the local equation using a clear radial sign convention. At the bottom of a track with an upward normal force, for example, N - mg = m .
ExploreConnections for further study
If a track can only push, determines whether contact can be maintained. This block does not use energy to determine v; speed must be given or come from information within Unit 3 scope.
The inward direction changes: at the bottom it is upward and at the top downward. Radial equations are built locally without energy.
Concept review
Common errors
Each warning includes a concrete way to review the reasoning, not only an incorrect-answer marker.
Adding a centripetal force in addition to tension, normal force, or friction.
«Centripetal» describes the required radial resultant, not an extra interaction.
Treating the radial direction as a globally fixed axis.
The inward direction changes with position along the path.