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Library / Automotive and vehicle dynamics / VEH-60

Automotive and vehicle dynamics

Dynamic load coefficient of a tyre

Standard deviation of the vertical tyre load divided by its mean, from four sampled loads taken over equal time intervals (population standard deviation of the record).

Ref
VEH-60
Rev
v1
Field
Automotive and vehicle dynamics
Result
DLC

The dynamic load coefficient is the standard deviation of the dynamic tyre load divided by its mean, DLC = σ(Fz)/F̄z. It measures how much the contact load fluctuates: a value of 0 means a constant load and values of 0.2 to 0.3 mean a wheel regularly nearing lift-off, since a Gaussian load reaches zero three standard deviations below the mean. The page uses the population standard deviation of four samples.

Standard deviation of the vertical tyre load divided by its mean, from four sampled loads taken over equal time intervals (population standard deviation of the record). It measures road-holding variation; state the speed, road section and measurement bandwidth.

Calculator

Solve for
N
100100,000
N
100100,000
N
100100,000
N
100100,000
  • Mean load, F̄z4,000 N
  • Standard deviation of the load707.1 N
  • Largest deviation from the mean1,000 N

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.

Dynamic load coefficient () current value 0.1768
Fz3Vertical load, sample 3Key driver
0.1151.5
Fz1Vertical load, sample 1
0.1031.47
Fz2Vertical load, sample 2
1.48
Fz4Vertical load, sample 4
1.48
  • The load varies by 17.7 % of its mean, which is moderate.
  • A Gaussian load would reach zero at a DLC of about 0.33, so 0.531 of that limit is used here.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing ()Local stepChange in result
Fz3 Vertical load, sample 3100 to 100,000 N0.11491.5031.388+10%+22.4 %
Fz1 Vertical load, sample 1100 to 100,000 N0.10271.4661.364+10%−15.9 %
Fz2 Vertical load, sample 2100 to 100,000 N0.17681.4851.308+10%+0.445 %
Fz4 Vertical load, sample 4100 to 100,000 N0.17681.4851.308+10%+0.445 %

Sweep of Vertical load, sample 3

Vertical load, sample 3 (N)Dynamic load coefficient
1000.5757
237.10.5482
562.30.486
1,3340.3534
3,1620.1308
7,4990.3695
17,7800.8514
42,1701.255
100,0001.503

Sweep one variable

Dynamic load coefficient ()Hover, touch, or use the arrow keys on the chart
00.511.5 100500200010k50k Vertical load, sample 3 (N), log scale now 0.1768

Variables and how each one contributes

DLC

Dynamic load coefficient

Result ·

What the equation gives you. Everything else feeds it.

Fz1

Vertical load, sample 1

N · typical 100 to 100,000

The vertical tyre load in sample 1, in N. Raises or lowers the mean and the spread depending on its distance from the others. Raising it by 10 % (to 3,300) moves the result by −15.9 %, from 0.1768 to 0.1486.

Fz2

Vertical load, sample 2

N · typical 100 to 100,000

The vertical tyre load in sample 2, in N. Raises or lowers the mean and the spread depending on its distance from the others. Raising it by 10 % (to 4,400) moves the result by +0.445 %, from 0.1768 to 0.1776.

Fz3

Vertical load, sample 3

N · typical 100 to 100,000

The vertical tyre load in sample 3, in N. Raises or lowers the mean and the spread depending on its distance from the others. Raising it by 10 % (to 5,500) moves the result by +22.4 %, from 0.1768 to 0.2164.

Fz4

Vertical load, sample 4

N · typical 100 to 100,000

The vertical tyre load in sample 4, in N. Raises or lowers the mean and the spread depending on its distance from the others. Raising it by 10 % (to 4,400) moves the result by +0.445 %, from 0.1768 to 0.1776.

Worked example with the values above

  1. Mean: (3,000 + 4,000 + 5,000 + 4,000) / 4 = 4,000 N.
  2. Standard deviation: σ = 707.11 N, from squared deviations of 1,000,000, 0, 1,000,000 and 0 N².
  3. DLC = 707.11 / 4,000 = 0.17678.

Assumptions and limits

  • Equally spaced samples of the vertical tyre load from one wheel on one road section at a steady speed.
  • The population standard deviation (divide by n), with the mean load taken as the average of the same samples.

Common mistakes

  • Using the sample standard deviation (divide by n − 1) when the population form is intended.
  • Including the static weight in the deviation instead of only the variation about the mean.
  • Comparing DLC values measured at different speeds, on different roads or with different filter bandwidths.

Statistics and uncertainty

With only four samples the standard deviation itself is uncertain by about 35 %, so a DLC from so few points is an illustration. Real tests use records of many seconds at a fixed speed, and the value depends on the measurement bandwidth.

Where it is used

  • Ride, comfort and road-holding studies of passenger and off-road vehicles.
  • Choosing spring and damper values for a quarter-car model.

Maths you need

  • Newton’s second law: m z̈ = Σ forces
  • Eigenvalue problem: natural frequencies from the system matrices
  • Complex frequency response: amplitude and phase at a driven frequency

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