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    • Rahul Ponginan

      Please click here for a short but important announcement   03/26/17

      Dear Users Our Commercial and Academic users around the world can use these same forums here as before i.e. the Altair Support Forum , Commercial users from India with solver queries can go to the Solver Forum for India Commercial Users , Academic Users from India and AOC India Participants are requested to go to the Forum for India Academic Users and AOC India Participants , We will be tending to all queries in all the forums promptly as before, thank you for your understanding. 

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Found 70 results

  1. Hi, So while reviewing the result of topology optimization in hyperview we have two different pages showing design history (densities) and the subcase result (displacement and stresses). How can i plot the contour value of stresses or displacement while at the same time showing the iso-value of densities (optimized shape)? Thanks! bayupu
  2. How could we apply a contour plot to a model using tcl commands ? Such that after doing so when an animation is started, the contour plot appears with it ? I've found commands to SetDataType and SetDataComponent for the contour Handle, however I could not find an apply command for the same. Any help is appreciated. Thank you.
  3. Dear all. i am new to this forum. Now i am working as a NVH engineer (fresher). i am using Nastran solver to conduct vibration analysis. Myquestion: In frequency response analysis. i usually apply 0hz to 250 hz to the structure and i measure the maximum vonmises stress at each frequency. so is there anyway to plot a graph or track the maximum von mises stress at each frequency. P.S.: 1. live tracking the stress at a same node is easy. (but it will give the stress value at that node for different frequencies.) -> BUT I WANT THE GRAPH like Example: at 1hz - the max stress is 2 Mpa. at 2hz - the max stress is 5 MPa. at 3hz- the max stress is 10Mpa. . . . at 250 - the max stress is -- Mpa. like that ( irrespective of the position , i need only the max stress) is there anyway to plot or track the max stress. please share it with me. (if anyone cant understand my question. please let me know. i will try to explain better or i will give you the input and output files.) thank you. anticipating for the answer.
  4. Hello guys, I studding the deformation of a structure (plane) in HyperMesh (with the Optistruct tool ), so after having the deformation in HyperView I want to export is to Feko to do an electromagnetic simulation. How can I do the exportation from HyperView to Feko? And witch extension type of file I have to export from HyperView to Feko to have a geometry in Feko and not a mesh. Here you have the "*.hm" file that I am studying attached. Thank you for your help. Regards, Samir. direct_response_flat_plate.hm
  5. Similar to the ExportHTMLReport command for a session variable in HyperView, is there a corresponding ExportPPTReport tcl command for a HyperView session variable as well ?
  6. Hello, i'm using Abaqus to simulate but i want to use Hyperview to do the PreProcessing, since it looks more comfortable to use to me. I already imported the .odb-File to Hyperview and everything works fine except for the Boundry Conditions and my Analytical Rigid Bodies. I did a three point bending test and for visualisation i want to see the Rigid bodies in hyperview, too. I'm using Hyperworks 14 and Abaqus 2016. Any suggestions? Thanks and best Regards
  7. Hi, I extracted stiffness matrix using DMIG . How to identify the stiffness value of the node and direction and matrix size in .pch file? Pls refer the attached image for reference.
  8. I need to open a saved template say a.tpl as soon as i run a tcl file say x.tcl basically i need to call tpl file in tcl file. How cn that be done?
  9. Is it possible to do operational Modal Analysis in optistruct?
  10. Is it possible to do operational Modal Analysis in optistruct?
  11. Hi, I have a large MSC Nastran model and when I try to show cbush loads on Hyperview as Vectors It does not show them whereas It does as contour loads. Do you know how can fix it? Thanks. Regards.
  12. How do I delete a model that's loaded in one of the hyperview windows? Under the 'Session' tab on the left there is an option to delete a page, but I'm unable to unload/delete one single model that's already open in one of the windows.
  13. Is there any way using tcl commands that we can create a custom layout for a HyperView page apart from these pre-existing 20 layouts that HyperView supplies ?
  14. How could I go about calculating the mass of an element or a set of elements in a model in Hyperview using tcl commands ? I know that Hypermesh has an equivalent hm_getmass command, but am not sure how the same would translate to Hyperview. Thankyou.
  15. Hi, Is there a way using tcl commands by which I could split the HyperView page window layout into more than 4 parts ?
  16. Is it possible to run a cmd command such as "dir" using exec or another method in tcl and store the output of that command in a string without opening up the actual cmd terminal ? Thank you.
  17. Hi, I used the RADIOSS version 12 software for a simulation. I tried reading the results on the downloadable student version but to no avail. It asked me "select model reader" I tried the possibilities without results. : Thanks, Pierre FLANDIN
  18. Hi , Can anyone explain how to calculate / Plot dynamic stiffness from frequency response analysis in Optistruct?
  19. Hello everyone, We have to create a fully automated tool that takes the user inputs and solve a defined problem using hypermesh, optistruct and hyperview. I can run hypermesh and optistruct to solve a simple problem yet I can't program anything to display results with hypermesh. I would like to display displacements (i.e. plot them) and capture the graphical area to later import it in the matlab GUI. My understanding is that I have to use the Altair reference guide. My idea is to use the polContourCtrl command. So far I have : hwi OpenStack #Session hwi GetSessionHandle sess #Projet sess GetProjectHandle proj #Page proj GetPageHandle page 1 #Window page GetWindowHandle win 1 #PoiPost win GetClientHandle client #Model client GetModelHandle test 1 #Résultat test GetResultCtrlHandle res #Contour res GetContourCtrlHandle con hwi CloseStack Obviously this does not work. What am I missing ? Thank you.
  20. Is it possible to remove Notes from being displayed on a Hyperview window using a tcl command in the console ? I can hide a particular component or set using the GetComponentHandle and SetVisibility commands, however I haven't been able to find a GetNoteHandle or similar command to hide the model info displayed by a Note on the active window.
  21. Hi every one, Is there any possibility to create the TCL script , that can create the "node path" plot in hyperview ?
  22. Hallo, is there in Hyperview a function to find an Element via ID? I am thinking about a function like the function "Find" (or find entities) in Hyperworks, where you can find entities with the ID-number. I want to check if the measurment points still are on the correct locations. However I couldn´t find any button for this funktion. Thank you
  23. Hallo, Is there any keyboard shortcut to hide a seclected components in Hyperview? In the Help of Hyperview is the Shortcut H+ left mouse button menioned. However this shortcut does not work in my Hyperview version (14.0). Does anyone run into the same problem? Thank you
  24. Hello, I have a problem when I want to watch my results on Hyperview. Indeed, the numeric value (of the displacement for example) displayed/computed is correct, but during the animation, we can see the displacement does not reach the value (really small displacement animation compare to the value)... I guess it is a problem about the display only. I checked the Scale factor and changed it ('deformed' button), but when I chose beyond around 20, the display diverge/'explode'. Besides, it is not high enough to clearly see the 'real' displacement (value displayed). Can you help me please? Thank you, Corentin
  25. Hi All, If I have stress results like in the picture on attachment, are my material get fail/break? or only crack? Thank you, Best regards, Iron_Man