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  1. doatis

    Changing the slope of spring in ANSYS Workbench

    Hi David, This should be fairly easy to do. To check reaction force: Right Click on 'Solution' > Insert > Probe > Spring You can then select which spring you want to look at the reaction forces (including the weak spring reaction force if you don't have those turned off). To change the...
  2. doatis

    Best way to connect volumes? (or: how to convert 4 to 10 node tets?)

    Don't confuse nodes with keypoints. If you are reading in your point cloud file as nodes, then there are no keypoints defined. The first argument in the nummrg command defines what you're merging. I would suggest using the nummrg,all to start with (make sure you save before you issue that)...
  3. doatis

    Convergence issues

    You can't glue in Simulation, because there *is* no geometry. All that gets passed to the solver is nodes and elements. If you look at your output file (or use Tools > Write ANSYS Input File), you will see that your named selections get passed as either nodal or element components. If you...
  4. doatis

    Best way to connect volumes? (or: how to convert 4 to 10 node tets?)

    Oh yeah, one more comment. Try using the nummrg rather than a gluing operation. Just be careful you don't wind up merging stuff you didn't intend. Sorry for the double post, Doug
  5. doatis

    Best way to connect volumes? (or: how to convert 4 to 10 node tets?)

    A couple of comments: 1 - Is it necessary to have all the interior points? Or could you just take the outer data points from your scan, form areas from them, and a solid from that? Then you could just mesh the internal volume 2 - Look up the help on the emid command, which will allow you to...
  6. doatis

    moving mass

    D'oh, sorry for the typo. Obviously my last sentence should be "...time/position and go from there." Coffee hasn't kicked in yet.
  7. doatis

    moving mass

    If it were me, I would make sure that my beam had multiple divisions in it. At each node, I would place a mass21 element. As I walked through each substep, I would use the ekill/ealive to remove/add masses to the current load step. Now, depending on what you're doing, you may need to divide...
  8. doatis

    How to do a volumne sweep of element type solsh190

    Make sure that when you sweep with the solsh190s, the element is oriented correctly so the shell thickness is defined properly. If you look up help,190 it will show you the node order that defines the thickness direction. Here's a quick example if you still need one: finish /clear /prep7...
  9. doatis

    Transient convergence issue

    Look up the help for the nldiag command. I believe what you want is: nldiag,nrre,X Where X is the number of Newton Raphson residuals you wish to store. Hope this helps, Doug
  10. doatis

    Merge nodes of coplanar faces in WB

    If you have Design Modeler, it's easy, just use the 'Form New Part' capability, which is the same as 'vglue' in the ANSYS Classic environment. You could try inserting a command snippet to merge the nodes, but I wouldn't recommend it. The reason is because when WB tries to read in the results...
  11. doatis

    ENTH?

    ENTH is the enthalpy. Look up the help on the 'mp' command. Hope this helps, Doug
  12. doatis

    Store the result of a boolean operation

    Look at the help for the _status and _return command Hope this helps, Doug
  13. doatis

    Problem with 3D Contact Analysis

    Sorry, just another follow-up, your problem solved on my machine after ~10 minutes. Good luck, Doug
  14. doatis

    Using cohesive elements

    Try this out: http://www.padtinc.com/epubs/focus/2007/0056_0420/TheFocus_56.pdf#Page=3 There is a link for an input script. Hope this helps, Doug
  15. doatis

    Pro/E import configuration

    If you look in the release notes, you'll see that they removed this utility from the ANS_ADMIN utility. The settings are now defined in the config.anscon file. Hope this helps, Doug
  16. doatis

    Problem with 3D Contact Analysis

    Just a quick look, and run on my machine, you don't have any target elements defined. You defined the element type, but never created them in the active session. Here's the first half of your script with a single line added: /prep7 d=1 r1=0.8 t=0.1 mf=20 et,1,185 mp,ex,1,30e6 mp,prxy,1,.3...
  17. doatis

    Constrain translation, but not rotation

    Apply a remote displacement and define '0' for all translations. The part will still be able to rotate. Hope this helps, Doug
  18. doatis

    Setting up contact in WB environment

    Is this a 2D or 3D analysis? Looking at the pictures, it looks like a 2D analysis defined with surface to surface contact. You need to use edge-edge contact for 2D models. Sorry if you already knew this. Doug
  19. doatis

    A question about cyclic symmetry modal analysis

    Is 'cycgen' a typo? I can't find that listed in the ANSYS help manual anywhere. Anyways, there is an example cyclic-symmetric analysis in the manual. If you go to: Advanced Analysis Techniques > Cyclic Symmetry Analysis > Sample Modal Cyclic Symmetry you will find a script that builds up...
  20. doatis

    At least one contact pair has no elements in it

    Don't know if anyone has specifically told where to add the variable... Within Simulation: Tools > Variable Manager In the window that pops up, right click in either cell and select 'Add'. Then set the variable name to be contactAllowEmpty, and its value to be 1. Hope this helps, Doug

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