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The UCA

 Part Details

Model Version: 8.0

Material: AISI 4130 steel, annealed at 865C

Yield Strength: 460 MPa

Validation: June 19th 2023

Fixtures

 Fixture Info
  • On Spherical Faces fixtures on the bearing wall (both bearings)

  • Note: there are “dummy screws” inserted to simulate the potential interactions between the UCA parts and the screws

    • the Jens method

  • Virtual wall fixture on inside of bearing (both bearings)

  • Local Contact interaction between the screw head and the countersink on the bearing cap (both caps and all screws)

  • Bonded component interactions on the UCA plate, Bearing adapters, and Bearing Housing

    • I imagine these pieces will be welded together or something like that - MP

    • Remember to remove the global bond at the start of the sim as not every part is bonded

Loading

 General Loading Information

Fx & Fy:

  • Fx and Fy are first combined into a single force using trigonometry to determine the magnitude and angle the force acts at, called Fxy

    • Smile Khatri has a good example in their UCA report from the week of may 29th

  • Fxy applied at the inside of the UCA Bearing Adapter part, normal to a plane that is at the angle of the applied force

    • The force is only applied to one half of the cylindrical face

Fz:

  • Applied normal to the UCA Bearing Adapter part, on the side in which the direction of the force is acting

Loading Cases

Case

Fx

Fy

Fz

Fxy

Fxy plane angle (deg)

1

-2324.96721

-81.112541

46.6829364

2326.381691

88.002

2

5337.474569

186.2116737

451.2531776

5340.72182

88.002

3

-7125.0441

-248.575683

337.2953879

7129.378886

88.002

4

6823.844426

238.0675495

-490.061662

6827.995966

88.002

5

-9109.28232

-317.800991

-319.258102

9114.824291

88.002

Mesh

 Mesh Info
  • Max node size at 6mm

Simulation Results

 Full Result Tables

Case 1

Node Size

Max Stress

Model

6

5.5

5

4.5

4

Case 2

Node Size

Max Stress

Model

6

5.5

5

4.5

4

Case 3

Node Size

Max Stress

Model

6

5.5

5

4.5

4

Case 4

Node Size

Max Stress

Model

6

5.5

5

4.5

4

Case 5

Node Size

Max Stress

Model

6

5.5

5

4.5

4

Reccomendations

:P

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