Illini EV Concept · Suspension & Brakes Lead · Aug 2024 to present
I ran both the knuckle and the lower control arm in SOLIDWORKS Simulation under two load regimes each, to see which part and which case actually sets the design. The result surprised me: the combined braking case carries only half the vertical load of a pure bump, yet it produces almost twice the stress. What governs this corner is longitudinal load, not how hard the wheel hits a bump.
FIG 2 · Knuckle, braking + bump. 122.3 MPa, FS 2.2. The peak jumps to the wheel bearing bore.
FIG 3 · Control arm, vertical bump with shock reaction. 106.0 MPa, FS 2.6.
FIG 4 · Control arm, braking + bump. 195.8 MPa, FS 1.4. This is the case, and the part, that governs.
How the loads were built
Static basis
225 kg ÷ 4 corners × 9.81 = 552 N per corner
Vertical bump
3.0g, so 1,656 N
Braking + bump
607 N longitudinal (1.1g) with 828 N vertical (1.5g), together
Cornering
773 N lateral (1.4g). Defined, not yet run.
Material
6061-T6 aluminum, yield 275 MPa
Constraints
Bolt connectors at UCA/LCA joints; bracket faces fixed
Target / tool
FS 3.0 · SOLIDWORKS Simulation
Factor of safety vs. target
Control arm1.4
Target3.0
Knuckle4.9
Load case matrix
Component and case
Peak von Mises
Factor of safety
Knuckle, vertical bump
56.2 MPa
4.9
Knuckle, braking + bump
122.3 MPa
2.2
Control arm, vertical + shock
106.0 MPa
2.6
Control arm, braking + bump
195.8 MPa
1.4
What I took away
Longitudinal load governs, and it isn't close. The combined case puts 828 N through the corner vertically, half of the 1,656 N bump, plus 607 N fore-and-aft, and still drives peak stress up by 2.2× on the knuckle and 1.85× on the control arm. A braking force acts through a much longer moment arm about the suspension pickups than a vertical force does, so a smaller load does more damage. If I had sized these parts on bump alone, both would have been under-built.
When the load path moves, the critical spot moves with it. Under bump the knuckle is worst at its lower mounting boss; under braking the worst point shifts to the wheel bearing bore. There is no single danger zone to reinforce, which is exactly why every case has to be run rather than guessing at the ugliest one.
The control arm is what sets the corner. At FS 1.4 under combined bump and braking it sits below the 3.0 target and below every knuckle result, so that is where the redesign effort went, not into the part the team had been reworking.
The knuckle has margin to give back. Even in its worst case it holds FS 2.2, and peak deflection is only 0.018 mm, so it is both strong and stiff. That makes it a good candidate to shave mass from, which is worth more on an unsprung part than extra safety factor it doesn't need.
Where this stands. Cornering is defined at 1.4g but not yet run. I have verified mesh convergence on the knuckle (below); the control arm hasn't had that check yet, so I treat its FS 1.4 as a working number until it does.
01 · Verification
Mesh Convergence Study
Front knuckle · vertical bump case · SOLIDWORKS Simulation
The knuckle's peak stress lands at the lower control-arm mounting hole, a bolted and constrained feature, which is exactly where a fixed-constraint singularity would appear. A singular stress rises without bound as elements shrink, so the result is only reportable once the mesh has been shown not to be driving it.
FIG 5 · Baseline mesh. 11.3 mm global element size, 13,484 elements.
FIG 6 · Refined mesh. 5.5 mm global with 1.5 mm local control at the peak region, 20,672 elements.
Peak location
Lower control-arm mounting hole, unchanged under refinement
Max deflection
0.018 mm at steering tie-arm tip
Reported value
56.2 MPa · FS 4.9
Convergence data
Mesh
Elements
Peak von Mises
Baseline, 11.3 mm
13,484
57.0 MPa
Refined, 5.5 mm + 1.5 mm local
20,672
56.2 MPa
Change
+53%
−1.4%
Why it holds
Refinement targeted the peak, not the whole part. Local control at 1.5 mm resolves the mounting-hole region while leaving the rest of the mesh coarse, a 53% element increase rather than several hundred percent.
The result moved 1.4% and its location did not move at all. A singularity grows with refinement and often migrates; a resolved stress converges and stays put. Both tests pass, so 56.2 MPa is a real, resolved stress.