Iterative Solution Documentation
Introduction
This page is to quickly take notes of the additional reinforcements added and the stresses observed.
The goal is to reinforce as much as possible until the chassis is under ~200 MPa which is 4130 Chromoly Steel yield strength with a safety factor of 2.
Please take note of:
Project file name
A quick screenshot
Sampled stress results (B Pillar, Side 60, Top 30)
For example,
Scenario | Stress Results (Max S. - MPa) |
---|---|
B Pillar | 638 |
Side 60 | 946 |
Top 30 | 2021 |
Some previous documentation is found here:
Reviewing Sheet Metal Solution - Mechanical - Confluence (atlassian.net)
But, please continue using this page as documentation for organization purposes.
Note: The latest completed iteration is Rev 3.0
Please start this page with Rev 4.0 and create appropriate saved project files.
Folder Path: D:\Users\Roo\Documents\GrabCAD\MSXIV sims\MS-CHASSIS\Spring 2021 Reinforcement Sims
Rev 4.0 - Fixed Chassis, Applied Force from object
File Name: August22_KL_Rev4.0.wbpj
(Copied from: "July 1_TommyRev.wbpj")
See Rev 4.0 - Fixed Chassis, Accelerating Object for more details.
Stress Results
| Max Combined Stress (MPa) | |
Scenario | Fixed Object | Fixed Chassis |
B-Pillar | 351.49 | 304.86 |
Side 60 | 648.65 | 1226.8 |
Top 30 | 1374.9 | 1667.6 |
Rev 5.0 - Longitudinal Reinforcements
File Name: August23_KL_Rev5.0.wbpj
(Copied from: "July 1_TommyRev.wbpj")
Notes:
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
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
I was able to implement the tube solution and fixed some contacts regarding the collision objects.
| 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 | 1010 |
Red = 200 MPa or more
B-Pillar
Comments
Failing only at joints
Ideas for reinforcements
Add gussets at each of these joints
Sheet metal might be overkill if we are trying to fix these stresses
Tubes might not be the best way to reduce stresses at joints
Side 60
Comments
A lot of stresses on the top catamaran
A lot of stress at the front passengers floor
Ideas for reinforcements
Sheet metal over these tubes
More tubes at these areas. Basically a sheet metal wall, but made up of tubes
Top 30
This image shows that the stresses are lower when the sheet metal reinforcements are suppressed.
Comments
A lot of stresses on these longitudinal tubes
Adding the sheet metal reinforcement actually increases the stress
Ideas for reinforcements
More tubes in the longitudinal direction (front to back)
Note to self:
The back bar (collision object 11) is not compiling properly
contact is red and open