FSU-02 Spindle V2 (WIP)
- Malcolm Park (Deactivated)
FEA on spindle paused until loading calcs are redone
The Spindle
Loading
Loading Case #1:
Inner Hub to Spindle | 0 | 2096.57 | 0 | 0 | 0 | 0 |
Spindle to Upright | 0 | 2096.57 | 0 | 0 | 0 | 87.3221405 |
Loading Case #2:
Inner Hub to Spindle | -1080.4 | 9033.611119 | 1006.059421 | 0 | 0 | 0 |
Spindle to Upright | -1080.4 | 2160.8 | 1080.4 | 0 | -48.261468 | -211.65036 |
Loading Case #3:
Inner Hub to Spindle | 0 | -3314.273126 | 812.2088676 | 0 | 0 | 0 |
Spindle to Upright | 759.92 | 1519.85 | 759.92 | 0 | -29.3557096 | 275.4714165 |
Loading Case #4:
Inner Hub to Spindle | -1381.27 | 11549.30288 | -1476.312957 | 0 | 0 | 0 |
Spindle to Upright | -1381.27 | 2762.55 | -1381.27 | 0 | 53.3584601 | -270.5903765 |
Loading Case #5:
Inner Hub to Spindle | 0 | -4237.277307 | -904.6992139 | 0 | 0 | 0 |
Spindle to Upright | 971.55 | 1943.1 | -971.55 | 0 | 43.3991385 | 352.186875 |
Fixtures
Local Contact interaction between the spindle cap and the section of upright it rests against
Local Contact with inside face of the upright and section of spindle where upright rests
fix every outer face of the dummy upright
Mesh Refinement
Mesh Convergence & Results
Case #1: Rest
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Case #2: Forwards Left
Node Size | Max Stress | Location |
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4 mm |
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3.5 mm |
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3 mm |
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2.5 mm |
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2 mm |
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Case #3: Backwards Left
Node Size | Max Stress | Location |
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4 mm |
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3.5 mm |
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3 mm |
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2.5 mm |
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2 mm |
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Case #4: Forwards Right
Node Size | Max Stress | Location |
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4 mm |
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3.5 mm |
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3 mm |
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2.5 mm |
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2 mm |
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Case #5: Forwards Left
Node Size | Max Stress | Location |
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4 mm |
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3.5 mm |
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3 mm |
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2.5 mm |
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2 mm |
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