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The Upright
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Model Version: 11.0 Material: 7075 T6 Yield Strength: 5.03e+08 Validation: June 15thAugust 2nd, 2023 By: Malcolm Park |
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Fixtures
Loading Case #1:
Spindle to Upright
0
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Loading Case #1:
Spindle to Upright | 0 | 2096.57 | 0 | 0 | 0 | 87.3221405 |
Loading Case #2:
Spindle to Upright | -1080.4 | 2160.8 | 1080.4 | 0 | -48.261468 | -211.65036 |
Loading Case #3:
Spindle to Upright | 759.92 | 1519.85 | 759.92 | 0 | -29.3557096 | 275.4714165 |
Loading Case #4:
Spindle to Upright | -1381.27 | 2762.55 | -1381.27 | 0 | 53.3584601 | -270.5903765 |
Loading Case #5:
Spindle to Upright | 971.55 | 1943.1 | -971.55 | 0 | 43.3991385 | 352.186875 |
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Loading
Spindle to UprightExpand | ||||||||||||||
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Loading Cases:
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Loading Case #2:
Loading Case #3:
Spindle to Upright
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Loading Case #4:
Spindle to Upright
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Loading Case #5:
Spindle to Upright
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Interactions
Assembly consists of:
Upright
Upper upright bearing cap (from FSU)
Lower upright bearing cap (from FSU)
Dummy bolts (6 in upper & 6 in lower) (part made for simulation)
Component Interactions
Global interactions set to contact.
Local Interactions
Bolts and Bearing Caps
Bonded for the upper and lower bearing caps to inhibit the Z translation of the pieces
Bolts and Upright
Bonded for the upper and lower upright to inhibit the Z translation of the pieces
Fixtures
Mesh Refinement
Mesh Size | Location Locations |
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2.00 mm element size; 1.80 mm min | |
1.00 mm element size; 0.9 mm min | |
0.3 mm element size; 0.27 mm min | |
2.10 mm element size; 1.89 mm min | |
3 mm element size; 2.7 mm min |
6mm max everywhere else |
Results
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Yeild Strength 505 MPa
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Potential cutouts
using case 4 as it had the max stress
additional fillets can be added at edges to reduce potential stress concentrations