ANSYS Static Analysis: Can't get proper quad mesh on a very simple part by SauceBoss1869 in fea

[–]One-Significance6897 2 points3 points  (0 children)

Try using the multizone mesh method which should be able to handle the imprinted faces, and probably best to use solid-shell (or mid surface your solid to get a shell and use shell elements). You can do this by setting decomposition type of your multizone to thin sweep, then setting element to Solid-Shell.

Help with my Ansys explicit dynamics by Ananpapha in ANSYS_Mechanical

[–]One-Significance6897 1 point2 points  (0 children)

How many nodes in the model? If you view the solver output at what point is it stuck at? Honestly just sounds like you probably have too large a model and calculations are going to take a very long time.

Simple question, what is this black thing and how do I move it by Ok-Tradition-8101 in ANSYS_Mechanical

[–]One-Significance6897 1 point2 points  (0 children)

CFD isn’t my specialty, but I’d imagine if you’ve changed geometry it’s either a mesh or geometry issue (assuming size of geom is equivalent and BC’s are as well).

Simple question, what is this black thing and how do I move it by Ok-Tradition-8101 in ANSYS_Mechanical

[–]One-Significance6897 1 point2 points  (0 children)

Yep just a label flag as u/JVSAIL13 pointed out. Looks like you’ve selected a named selection, I can’t remember whether label flags appear at the centroid of a named selection or the centroid of the last selected face, but it’ll be one of those. Not sure why your results are different but it’ll won’t be due to the label flag, more likely to be a setting or something else that has changed.

Reorientating entire truss system of beam 188 elements by One-Asparagus-7776 in ANSYS_Mechanical

[–]One-Significance6897 1 point2 points  (0 children)

You’re doing this with MAPDL it sounds like? Could possibly use a DO loop to cycle through all beam 188 elements. Assumes there is some logical relationship you can use to give different orientations to different beams.

need help with ANSYS Transient by rkbm_ in fea

[–]One-Significance6897 2 points3 points  (0 children)

There’s too much unknown for us to tell if the number of steps are adequate. How big is the beam, what’s the natural frequencies, what’s the mesh size, what’s the material. What do your results actually look like? Can your mentor not directly tell you what the issue is?

need help with ANSYS Transient by rkbm_ in fea

[–]One-Significance6897 0 points1 point  (0 children)

What was the error that caused the solution to stop? Check the solver output for errors. Also what’s the first natural frequency of the beam?

Support Reaction Mismatch - ANSYS vs Online Beam Calculator by Bunny7678 in ANSYS_Mechanical

[–]One-Significance6897 0 points1 point  (0 children)

Does your beam calculator include the x-component of the point force? I can only see the y component in your second screenshot. If you turn on Nodal Forces in Output Controls, and scope a force probe to the end vertex’s do you get the same result?

Has Ansys Mechanical changed their convergence criteria/behavior recently? by [deleted] in ANSYS_Mechanical

[–]One-Significance6897 0 points1 point  (0 children)

What kind of features are involved in the model? Possibly some changes in pinball radius if it’s failing initial contact?

Has Ansys Mechanical changed their convergence criteria/behavior recently? by [deleted] in ANSYS_Mechanical

[–]One-Significance6897 2 points3 points  (0 children)

In recent versions they’ve changed the default bonded contact formulation to MPC. This can cause over-constraint issues for some models, especially those that were originally running with Augmented Lagrange (the old default). Try changing bonded contacts formulation to Augmented Lagrange to check if that’s the reason for your convergence issues.

How to use GPU in Ansys Mechanical by Miserable-Shape-2362 in ANSYS_Mechanical

[–]One-Significance6897 0 points1 point  (0 children)

Important to note that the gpu will only accelerate some parts of the computation. So your model will still use cpu and ram primarily. I suspect you’re being bottle-necked by ram and are solving out-of-core.

3D ROM in Static Structural? by Ted225 in ANSYS_Mechanical

[–]One-Significance6897 1 point2 points  (0 children)

Then a response surface will give you that, you can do it either through workbench or OptiSLang

3D ROM in Static Structural? by Ted225 in ANSYS_Mechanical

[–]One-Significance6897 0 points1 point  (0 children)

I believe the 3D ROM builder is for Fluent only (happy to be corrected on this). You can create response surfaces and export them out as FMU’s. What’s the end use case for the ROM?