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Focused on lowering stresses for Top 30 wall case
Added a total of 12 longitudinal reinforcement tubes to try to add more resistance to bending during impact
all 1” square tubing
Testing the effects of a greater wall thickness (0.113”)
Note: there are currently interferences with floor panels, changes can be made to the reinforcement placement later
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Stress Results
(not done yet, running into errors - some tubes were split into tiny segments?)
Max Combined Stress (MPa) | ||
Scenario | REV 2.0/3.0? ("July 1_TommyRev.wbpj") | REV5.0 |
B-Pillar | 351.49 | to do |
Side 60 | 648.65 | to do |
Top 30 | 1374.9 | to do |
Rev 5.1 - Longitudinal Tubes
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Max Combined Stress (MPa) | ||
Scenario | Rev 0 (August 21, 2021) 2 passengers | REV5.1 2 passengers |
B-Pillar | 351 | 378 |
Side 60 | 648 | 627 |
Top 30 in project file **Collision object used is actually Front 30 | 1374 | 7801010 |
Red = 200 MPa or more
B-Pillar
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Sheet metal over these tubes
More tubes at these areas. Basically a sheet metal wall, but made up of tubes
Top 30
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This image shows that the stresses are lower when the sheet metal reinforcements are suppressed.
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Comments
A lot of stresses on these longitudinal tubes
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