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-   -   Ansys Structural- Symmetry BC Problem (https://www.cfd-online.com/Forums/structural-mechanics/132972-ansys-structural-symmetry-bc-problem.html)

Mudassir April 8, 2014 14:34

Ansys Structural- Symmetry BC Problem
 
5 Attachment(s)
Hi,
I am doing a structural analysis on a very basic geometry, Its a Cylinder(Crucible or Glass like geometry), i am Doing this analysis on Half of the geometry and trying to apply the symmetry conditions to accomodate for the rest of the geometry. The problem is , When i fix(FIXED Support) the Bottom Face (Base of the crucible) i get symmetric results, But when the bottom is "Frictionless Support" the results show that it is not behaving like a Cylinder, it means that the symmetry is not working fine? Can anyone please help in this matter?

Image-1: Symmetry Face.
https://www.dropbox.com/sh/rqbcp32wo...2-Symmetry.PNG

Image-2,3[File: "7-deform","7-stress"] : Results with Bottom Fixed (Show Symmetric Behaviour)
https://www.dropbox.com/sh/rqbcp32wo...eformation.PNG
https://www.dropbox.com/sh/rqbcp32wo...1/7-Stress.PNG

Image-4,5[file name "Deform","Stress"] : Results with Bottom as Frictionless Support(Doesnt seem to be symmetric)
https://www.dropbox.com/sh/rqbcp32wo...Xmn/deform.PNG
https://www.dropbox.com/sh/rqbcp32wo...AaN/stress.PNG

Thanks!

Florin April 17, 2014 02:07

Hello Mudassir,
I understand that you get different results using different boundary constraints.
I think the problem is not the symmetry BC, but the way you applied the constraints on the bottom.
Can you elaborate on the way you applied the loads?

Mudassir April 17, 2014 09:13

Thanks Florin,

I just got this problem solved, but i am having some other problem now, May be you can help in that too.
I am doing stress analysis as yo can see above, I need GUIDANCE regarding Meshing of this.
What type of mesh should i use? How to assure the mesh quality, and that results are near to what would be actually, Etc Etc.

Can you help?

Thanks again!

Mudassir

Florin April 23, 2014 05:35

Hello Mudassir,
I would use hexa elements; make sure the midside nodes are on; you can switch the on in global mesh settings, advanced.
Make sure you have at least 3 elements on the thickness; to do this you can impose a proper the size of elements on the body.
After the analysis is done, I recommend to do a convergence study, to be sure that you results have converged.


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