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The Upright

 Part Details

Model Version: 11

Material: 7075 T6

Yield Strength: 5.03e+08

Validation: June 15th, 2023

By: Malcolm Park

Loading

 General Loading Information

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

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

Interactions

Assembly consists of:

  • Upright

  • Upper upright bearing cap (from FSU)

  • Lower upright bearing cap (from FSU)

  • Dummy bearing housing (1 in upper and 1 in lower) (part made from GEH 12 C)

  • 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

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

Mesh Convergence & Results

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