-
-
August 1, 2018 at 7:55 pm
Cabak
SubscriberWorkbench issue. Having difficulties trying to map results to a new mesh. Tried CBDOF command in an ADPL script insert. Program cannot find the node file. Assuming it would be the working project folder Workbench is running at but this is not working.
-
August 1, 2018 at 11:34 pm
Samir Kadam
Ansys EmployeeHi..
CBDOF command is for activating cut-boundary interpolation for submodelling. It is not to map results on the new mesh.
If I understand your requirements, you want to first export displacement results from WB Mechanical and then map it to different mesh in APDL. For this,
1) Export the Deformation results from WB Mechanical. Switch on Include Node Location under Tools/Options/Mechanical/Export. And then right click on result item to export it as Text file.
2) Then try using *MOPER command with MAP operation.
Regards,
Samir.
-
August 2, 2018 at 3:55 am
Cabak
SubscriberThank you Samir - I will try your suggestion. However, just so you know, when running models in "classical" ANSYS I have used CBDOF very effectively for just this purpose; in our design studies to optimize support layouts for high precision optical mirrors. We run fairly detailed models of mirrors with brick elements, several layers thru the thickness. The brick models have higher mesh density near supports and the results yield only displacements. We then generate a uniform shell mesh on the surface and map the displacements to this new model using CBDOF. The resulting shell model yields displacements and rotations in a higher density uniform distribution. The rotations provide us the information needed to calculate rms slope error, the optical performance of the mirror for this support configuration. I was hoping we could still do this in Workbench but I guess it is not possible (?). But as long as your method works our goal will be the same. Thanks again for the advice.
regards,
jerry
-
August 2, 2018 at 8:19 am
Rohith Patchigolla
Ansys EmployeeHi UCO-Lick,
Have you tried to use "External Data" in Workbench to do the mapping?
First step would be same as what Samir has suggested (Step 1). In the second step, you can use "External data" component to do the mapping of the displacements using the file generated in first step.
Please go through this link for further reference.
Best regards,
Rohith
-
August 2, 2018 at 8:07 pm
Cabak
SubscriberThank you Rohith - we will look into this as well.
gfc
-
August 2, 2018 at 9:13 pm
Cabak
SubscriberSamir,
From WB we were able to write .db and .rst files which I could read into classical ANSYS (CA). i was able to get what I needed using the CBDOF command. However I want to understand the *MOPER command. It seems the better solution and I'd like to compare. Here is how I understand it's set up.
Problem. Solid model with an elliptical surface (assume 100 nodes); uniform shell mesh of same surface (assume 200 nodes)
par1 = new node set (200 nodes) - n, x, y, z (from a nlist file) - matrix NEWNODES(200,4)
par2 = old node results (100 nodes) - n, ux, uy, uz (from prdisp file) - matrix OLDRESULTS(100,4)
par3 = old node set (100 pts) - n, x, y, z (from nlist file) - matrix OLDNODES(100,4)
parR = new node results (200 pts) - n, ux, uy, ux - matrix NEWRESULTS(200,4)
command line:
*MOPER,NEWRESULTS(200,4),NEWNODES(200,4),MAP,OLDRESULTS(100,4),OLDNODES(100,4).0,,1
I want nodes outside the region set to zero so they can be discarded. The three arrays (NewNodes, OldNodes, & OldResults) need to be set up; and the date read in (need to learn this). I assume the NewResults array needs to be defined as well. Do all cells need to be defined or is it fine by default. Do I have this correct so far?
-
August 3, 2018 at 8:45 am
Rohith Patchigolla
Ansys EmployeeHi Uco-Lick,
"I want nodes outside the region set to zero so they can be discarded. The three arrays (NewNodes, OldNodes, & OldResults) need to be set up; and the date read in (need to learn this). I assume the NewResults array needs to be defined as well. Do all cells need to be defined or is it fine by default. Do I have this correct so far?"
From my understanding, you do not need node numbers in the arrays (par1, par2, par3 and parR). And the *moper command will look like this for your case.
*MOPER,NEWRESULTS(1,1),NEWNODES(1,1),MAP,OLDRESULTS(1,1),OLDNODES(1,1),0,,1
All the arrays need to be defined (i.e. also the NewResults array).
Best regards,
Rohith
-
August 3, 2018 at 4:55 pm
Cabak
SubscriberThanks Rohith,
I am confused about the array indexing though. If my node numbers start at, for example, 1000, the node number needs to be part of the array since I have 100 in on array and 200 in another. Or is this handled in the array declarations and value entry?
Jerry Cabak
-
July 29, 2019 at 7:36 pm
cyx9078
Subscriber
Hi, in your case, where do you store the nodal file so it works later. Initially the Program cant find the file. Is this because of the wrong file path?
Samir,
From WB we were able to write .db and .rst files which I could read into classical ANSYS (CA). i was able to get what I needed using the CBDOF command. However I want to understand the *MOPER command. It seems the better solution and I'd like to compare. Here is how I understand it's set up.
Problem. Solid model with an elliptical surface (assume 100 nodes); uniform shell mesh of same surface (assume 200 nodes)
par1 = new node set (200 nodes) - n, x, y, z (from a nlist file) - matrix NEWNODES(200,4)
par2 = old node results (100 nodes) - n, ux, uy, uz (from prdisp file) - matrix OLDRESULTS(100,4)
par3 = old node set (100 pts) - n, x, y, z (from nlist file) - matrix OLDNODES(100,4)
parR = new node results (200 pts) - n, ux, uy, ux - matrix NEWRESULTS(200,4)
command line:
*MOPER,NEWRESULTS(200,4),NEWNODES(200,4),MAP,OLDRESULTS(100,4),OLDNODES(100,4).0,,1
I want nodes outside the region set to zero so they can be discarded. The three arrays (NewNodes, OldNodes, & OldResults) need to be set up; and the date read in (need to learn this). I assume the NewResults array needs to be defined as well. Do all cells need to be defined or is it fine by default. Do I have this correct so far?
-
- You must be logged in to reply to this topic.

Earth Rescue – An Ansys Online Series
The climate crisis is here. But so is the human ingenuity to fight it. Earth Rescue reveals what visionary companies are doing today to engineer radical new ideas in the fight against climate change. Click here to watch the first episode.

Ansys Blog
Subscribe to the Ansys Blog to get great new content about the power of simulation delivered right to your email on a weekly basis. With content from Ansys experts, partners and customers you will learn about product development advances, thought leadership and trends and tips to better use Ansys tools. Sign up here.
- Saving & sharing of Working project files in .wbpz format
- Understanding Force Convergence Solution Output
- An Unknown error occurred during solution. Check the Solver Output…..
- Solver Pivot Warning in Beam Element Model
- Colors and Mesh Display
- whether have the difference between using contact and target bodies
- How to calculate the residual stress on a coating by Vickers indentation?
- What is the difference between bonded contact region and fixed joint
- The solver engine was unable to converge on a solution for the nonlinear problem as constrained.
- User manual
-
2688
-
2138
-
1349
-
1136
-
462
© 2023 Copyright ANSYS, Inc. All rights reserved.