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Automotive and vehicle dynamics

No-side-friction speed on a banked curve

Speed at which the inward component of the road normal force alone supplies the centripetal force on a banked curve of horizontal radius R and bank angle θ, so no side friction is needed.

Ref
VEH-49
Rev
v1
Field
Automotive and vehicle dynamics
Result
U [m/s]

On a banked curve of bank angle θ, the road normal force N has a horizontal component N sin θ pointing to the centre of the curve, and N cos θ = mg vertically. With no side friction the centripetal requirement mU²/R = N sin θ gives U = √(gR tan θ). Above this speed friction must act down the slope; below it friction must act up the slope.

Speed at which the inward component of the road normal force alone supplies the centripetal force on a banked curve of horizontal radius R and bank angle θ, so no side friction is needed. Ideal point mass in steady motion.

Calculator

Solve for
m/s
m/s²
125
m
52,000
°
0.145
  • Speed in kilometres per hour35.66 km/h
  • Lateral acceleration, g tan θ0.981 m/s²
  • Bank angle for 20 m/s at this radius, arctan(400/(gR))22.18 °

What drives the result

Each variable is moved across its typical range while the others stay at the values above. The longest bar is the key driver.

No-friction speed (m/s) current value 9.905 m/s
RHorizontal path radiusKey driver
2.2144.3
θBank angle
1.3131.3
gGravitational acceleration
3.1615.8
  • The curve needs no side friction at 9.905 m/s (35.66 km/h), at a lateral acceleration of 0.981 m/s².
  • Doubling the radius raises the speed only by 41.4 %; doubling the speed needs four times the radius, or a bank angle whose tangent is four times larger.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing (m/s)Local stepChange in result
R Horizontal path radius5 to 2,000 m2.21544.2942.08+10%+4.88 %
θ Bank angle0.1 to 45 °1.30831.3230.01+10%+4.92 %
g Gravitational acceleration1 to 25 m/s²3.16215.8112.65+10%+4.88 %

Sweep of Bank angle

Bank angle (°)No-friction speed (m/s)
0.11.308
5.7129.906
11.3214.02
16.9417.28
22.5520.18
28.1622.92
33.7725.61
39.3928.38
4531.32

Sweep one variable

No-friction speed (m/s)Hover, touch, or use the arrow keys on the chart
051015202530 10203040 Bank angle (°) now 9.905

Variables and how each one contributes

U

No-friction speed

Result · m/s

What the equation gives you. Everything else feeds it.

g

Gravitational acceleration

m/s² · typical 1 to 25

The gravitational acceleration, in m/s². Raises the speed as √g. Raising it by 10 % (to 10.79) moves the result by +4.88 %, from 9.905 to 10.39 m/s.

R

Horizontal path radius

m · typical 5 to 2,000

The horizontal radius of the path, in m. A larger radius raises the speed as √R. Raising it by 10 % (to 110) moves the result by +4.88 %, from 9.905 to 10.39 m/s.

θ

Bank angle

° · typical 0.1 to 45

The bank angle, in degrees. A steeper bank raises the speed with √(tan θ), which grows rapidly as the angle approaches 90°. Raising it by 10 % (to 6.282) moves the result by +4.92 %, from 9.905 to 10.39 m/s.

Worked example with the values above

  1. Tangent: tan θ = tan 5.7106° = 0.1.
  2. Product: g R tan θ = 9.81 × 100 × 0.1 = 98.1 m²/s².
  3. U = √98.1 = 9.9045 m/s.

Assumptions and limits

  • A rigid vehicle on a flat road in steady or slowly varying motion, small angles and a linear single-track (bicycle) model where stated.
  • Level road, no aerodynamic yaw moment and no roll effects on the axle forces unless the page says so.

Common mistakes

  • Mixing up a and b: a is measured to the front axle and b to the rear axle.
  • Using the track-averaged force for an axle without checking the total.
  • Entering the path radius without its sign, which flips the sideslip sign.

Statistics and uncertainty

Yaw inertia and cornering stiffness are usually known to 10 % to 20 %, and steady sideslip is the small difference of two similar terms, so it is more sensitive to errors than either term alone.

Where it is used

  • Splitting cornering force between axles and checking handling balance.
  • Yaw-control and torque-vectoring design, and banked test-track layout.

Maths you need

  • Newton’s second law: F = ma, for force and for moment
  • Single-track model: two tyres lumped as one per axle
  • Centripetal acceleration: a = U²/R

Related formulas

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