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February 17, 2026 at 10:00 am
sna
SubscriberHi!
I have a test model of a flange and pipe (one single model) with 6 bolt holes. The total length is 1000mmA perpendicular load of 5000N is defined on the tip of the pipe
the 6 bolt holes are fixed.
For the full model: the reaction moment is pretty much as expected with near zero moment about Mx and My. The total reaction moment is almost a perfectly aligned with Z axis
For the half symmetric: the reaction moment about Mx and My is suddenly substantial and the total reaction moment is not aligned with Z axis at all.
Any Idea why the symmetric version is not reporting the same?
- load is halved for the symmetric case
- both frictionless and symmetry constraints have been tried. Both respond the same.
- Large displacement is enabled.
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February 17, 2026 at 11:39 am
ErKo
Ansys EmployeeHi
If set up correct I would assume it will give same results (perhaps post the model here if not – confidential and not ITAR, and some forum members can look at it – peteroznewman – Ansys. emp. can not help with that here in the forum ).
Or even better send it to your channel partner (EDR Medeso AB), and they will be able to look and tell you why it is so.All the best
Erko
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February 17, 2026 at 1:49 pm
Deepak
Ansys EmployeeAs a recheck, you can try defining symmetry (remove the symmetric region) by adding a frictionless support at the symmetric face. Thanks, Deepak-
February 17, 2026 at 2:03 pm
ErKo
Ansys EmployeeHi Deepak - user mentioned he has done that see his info below:
I would suggest to post the model here and other forum members can have a look or send it to EDR Medeso Channel P.- both frictionless and symmetry constraints have been tried. Both respond the same.
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February 17, 2026 at 2:02 pm
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February 17, 2026 at 2:04 pm
ErKo
Ansys EmployeeHi
Can you please send your model to EDR medeso as you are supported - they can see why this is (we can help also if needed).
Thank you
Erko
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February 17, 2026 at 9:24 pm
spamanon
SubscriberThis is expected to balance moments. Here is an example similar to yours, with calculations.
The Remote Displacement x-direction Moment Reaction about the x-axis is: -12.961 lb in.
The Frictionless Support x-direction Moment Reaction about the x-axis is: -3.3611 lb in.
The Frictionless Support x-direction Moment about the Remote Point center due to z reaction force is: 9.4838*0.42857 = 4.0645 lb in
The total support reaction is therefore: -12.961 - 3.3611 + 4.0645 = -12.258 lb in
The x-direction Moment about the Remote Point center due to applied force is: 13*0.94286 = 12.257 lb inSo moments are balanced.
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