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Terramechanics and off-road mobility

Accumulated shear displacement around a driven wheel

Circumferential soil shear displacement at contact angle θ beneath a rigid wheel, from the entry angle θf, radius r and driving slip i (0 ≤ i ≤ 1).

Ref
TER-41
Rev
v1
Field
Terramechanics and off-road mobility
Result
j [m]

For a wheel with driving slip i the wheel’s rim moves backwards relative to the soil. The shear displacement at contact angle θ is j(θ) = r[(θf − θ) − (1 − i)(sin θf − sin θ)]: the first term is the rim arc travelled since entry, and the second is the ground distance covered by the wheel centre over the same time. At i = 0 the displacement is the difference of arc and chord, and at full slip it equals the whole arc.

Circumferential soil shear displacement at contact angle θ beneath a rigid wheel, from the entry angle θf, radius r and driving slip i (0 ≤ i ≤ 1). Simple rigid-wheel kinematics with constant slip and zero displacement at entry. Angles are in radians and increase towards the entry point.

Calculator

Solve for
m
m
0.051.5
rad
0.21.5
rad
00.2
01
  • Shear displacement at the exit, θ = 00.05296 m
  • Arc length of contact, r θf0.18 m
  • Displacement at the exit as a share of the arc29.42 %

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.

Shear displacement (m) current value 0.03766 m
θfEntry angleKey driver
00.21
rWheel radius
0.006280.188
iDriving slip
0.01020.12
θContact angle of interest
0.053
  • At θ = 0.2 rad the soil has been sheared 37.66 mm, and by the exit it reaches 52.96 mm.
  • The displacement grows towards the exit, so shear stress, which follows the Janosi curve, is mobilised mostly in the rear part of the contact.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing (m)Local stepChange in result
θf Entry angle0.2 to 1.5 rad00.21030.2103+10%+18.8 %
r Wheel radius0.05 to 1.5 m0.0062760.18830.182+10%+10 %
i Driving slip0 to 1 0.010210.120.1098+10%+7.29 %
θ Contact angle of interest0 to 0.2 rad0.037660.052960.0153+10%−4.25 %

Sweep of Driving slip

Driving slipShear displacement (m)
00.01021
0.1250.02393
0.250.03766
0.3750.05138
0.50.0651
0.6250.07883
0.750.09255
0.8750.1063
10.12

Sweep one variable

Shear displacement (m)Hover, touch, or use the arrow keys on the chart
0.020.040.060.080.10.12 00.20.40.60.81 Driving slip now 0.03766

Variables and how each one contributes

j

Shear displacement

Result · m

What the equation gives you. Everything else feeds it.

r

Wheel radius

m · typical 0.05 to 1.5

The wheel radius, in m. Raises the shear displacement in direct proportion. Raising it by 10 % (to 0.33) moves the result by +10 %, from 0.03766 to 0.04142 m.

θf

Entry angle

rad · typical 0.2 to 1.5

The entry angle, in rad. A larger entry angle lengthens the arc and raises the displacement. Raising it by 10 % (to 0.66) moves the result by +18.8 %, from 0.03766 to 0.04475 m.

θ

Contact angle of interest

rad · typical 0 to 0.2

The contact angle of interest, in rad. Moving the point closer to the exit (θ → 0) raises the displacement. Raising it by 10 % (to 0.22) moves the result by −4.25 %, from 0.03766 to 0.03606 m.

i

Driving slip

· typical 0 to 1

The driving slip, from 0 to 1. Higher slip raises the displacement towards the full arc length. Raising it by 10 % (to 0.275) moves the result by +7.29 %, from 0.03766 to 0.0404 m.

Worked example with the values above

  1. Arc term: r(θf − θ) = 0.3 × 0.4 = 0.12 m.
  2. Ground term: r(1 − i)(sin θf − sin θ) = 0.3 × 0.75 × 0.36597 = 0.082344 m.
  3. j = 0.12 − 0.082344 = 0.037656 m.

Assumptions and limits

  • A rigid wheel of constant radius and width, with stresses uniform across the width and constant driving slip.
  • Contact angle measured from the downward vertical, with angles increasing from exit to entry, and an arc without soil bulging.

Common mistakes

  • Entering angles in degrees instead of radians.
  • Ordering the nodes from entry to exit, which reverses the sign of the integral.
  • Mixing the normal-stress and shear-stress sign conventions.

Statistics and uncertainty

Stress sensors on a wheel rim read to perhaps 5 % to 10 %, and the trapezoidal sum over five nodes is coarse, so a smooth stress peak between nodes can be missed. Add nodes where stress changes quickly.

Where it is used

  • Checking measured wheel loads and thrusts against force-cell readings.
  • Building wheel–soil models from measured stress data.

Maths you need

  • Contact angle: angle at the wheel centre from the vertical to a contact point
  • Trapezoidal rule: area under sampled data
  • Janosi–Hanamoto shear: τ = τmax(1 − e^(−j/K))

Related formulas

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