Stress in steel sleeve assembled with a pressure fit on a steel shaft.
Hello Everybody !
I need to check the stress in steel sleeve (tube) assembled with a pressure fit on a steel shaft.
Can I do it with linear static ?
(I saw a video on YouTube with quasi-static load step and very complex SPCs that I did not understand)
Can you please prompt me a best way, any tutorial or video ?
Thanks a Lot !
Best Answer
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hi @Boris
You need to run NL Quais-Static analysis for this.
You can do this 2 wyas:
1) checking only the press-fit, and letting the solver "remove" the penetration in the contact
2) running the insertion from the beginning, calculating all the steps.
There are a few models attached, that i hope might be helpful, for option 1).
If you want to run #2, then LGDISP and CONSLI Contact should be used, with a well discretized mesh.
If you're not familiar to OS NL analysis, i recommend you to go through the Altair University training materials first.
SPC/SPCD define the enforced displacement for the solver.
For a SPCD 2.0 in Z direction, you need to add also a SPC 0.0 in the same DOF.
1
Answers
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hi @Boris
You need to run NL Quais-Static analysis for this.
You can do this 2 wyas:
1) checking only the press-fit, and letting the solver "remove" the penetration in the contact
2) running the insertion from the beginning, calculating all the steps.
There are a few models attached, that i hope might be helpful, for option 1).
If you want to run #2, then LGDISP and CONSLI Contact should be used, with a well discretized mesh.
If you're not familiar to OS NL analysis, i recommend you to go through the Altair University training materials first.
SPC/SPCD define the enforced displacement for the solver.
For a SPCD 2.0 in Z direction, you need to add also a SPC 0.0 in the same DOF.
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Dear Adriano
Thank you very much for your reply and for attached models (I just have run them) !
is the difference between them - only the SPC thru the RB at z direction ?
The clearance -5 in contact is the press fit of 5 mm on radius (and 10 mm on diameter ?)
I did a couple examples from OptiStruct tutorials, but of cause I need to learn more..
Your examples are of way 1 ? can you please give some more tips for each way ?
Thanks a lot !
Boris
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Boris_22428 said:
Dear Adriano
Thank you very much for your reply and for attached models (I just have run them) !
is the difference between them - only the SPC thru the RB at z direction ?
The clearance -5 in contact is the press fit of 5 mm on radius (and 10 mm on diameter ?)
I did a couple examples from OptiStruct tutorials, but of cause I need to learn more..
Your examples are of way 1 ? can you please give some more tips for each way ?
Thanks a lot !
Boris
one of them is just a static cylinder subjected to the press-fit, already inserted. I've added the negatice clearance to numerically impose the value of penetration in this model, independently on the mesh distance. Correct, -5mm in radius (10mm total).
The second one, name rotation, I've applied also a rotation in the rotation dof, by using the SPC, and imposing some angle of rotation (value in radians).
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Adriano A. Koga_21884 said:
hi @Boris
You need to run NL Quais-Static analysis for this.
You can do this 2 wyas:
1) checking only the press-fit, and letting the solver "remove" the penetration in the contact
2) running the insertion from the beginning, calculating all the steps.
There are a few models attached, that i hope might be helpful, for option 1).
If you want to run #2, then LGDISP and CONSLI Contact should be used, with a well discretized mesh.
If you're not familiar to OS NL analysis, i recommend you to go through the Altair University training materials first.
SPC/SPCD define the enforced displacement for the solver.
For a SPCD 2.0 in Z direction, you need to add also a SPC 0.0 in the same DOF.
Dear Adriano
I have a pressure sleeve that secures glued magnets on the rotor.
I know how to find the stress with RFORCE. Now I need to combine RFORCE with Press fit (to check the effect of safety sleeve on magnet's glue stress )
I tried to base on these files, you kindly shared here, (with IR4NLCON - inertia relief for nonlinear), But there was no convergence.. just errors..
Will be grateful for any tips !
Thank You and Best Regards
Boris
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