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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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Showing most liked content since 04/16/18 in all areas

  1. 2 likes
    Hello Ray You could use the model browser to achieve this. Just go to model browser Once you are in the browser right click on the "Component"folder-> in the context menu select "empty". You will get a dialog which shows you all the empty components in your model. Just select them and hit delete.
  2. 2 likes
    Hi Ray, Enter panel F11-quick edit and click on the right button of "adjust/set density" and click on edge you want to review:
  3. 2 likes
    Hi, In RADIOSS a sub-modelling approach is available. Please go through https://altairuniversity.com/learning-library/radioss-sub-modeling-cut-approach/ where this approach is shown with an example.
  4. 1 like
    Hi Ray, if you use Optistruct profile, you can set zoff in pshell card nastran profile doesn't have
  5. 1 like
    Hi Ray Please go to Visualization options to change the system graphic size
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  7. 1 like
    要素やジオメトリ(サーフェスやラインなど)がどのコンポーネントに属しているのかを確認したい場合、 モデルブラウザのSelectorアイコンをオンにし、要素やジオメトリを選択すると、どのコンポーネントに属しているかが モデルブラウザ上でハイライトされます。
  8. 1 like
    Hi, You can import the curve in .txt (save the excel as .txt after exporting from HyperGraph) format in HyperMesh for RADIOSS user profile. The steps to import curve is as below:
  9. 1 like
    I had tried to use 300.0, it worked! Very thank for you answer.
  10. 1 like
    Hi Pandurang, those commands are not documented from version 14. in earlier versions you go to All Programs>Altair Hyperworks>Tools>HW GUI Toolkit
  11. 1 like
    Hi, Please find the model which is compatible with 14 version. 2018_Revised1.1.hm
  12. 1 like
    Hi, We can't extract stress/strain results for spring elements. For extracting these a geometry is required, as an example stress is force/area, and since no geometry is there for spring elements it's not possible. Forces do exist for spring elements which you can extract using the time history (/TH/SPRING) file.
  13. 1 like
    Hello, Please make sure that the first time you meshed the "keep connectivity" option was ticked in the automesh panel. Also, When you remesh a surface from the drop down select elements instead of surface. Thankyou
  14. 1 like
    You can delete other entities than curve then save as an hm file then import that hm file to other
  15. 1 like
    In WinProp version 2018, when you create a NEW project in ProMan, look in the bottom-right corner of the first window. There, you can specify that you want the full polarimetric analysis. This is limited to certain scenarios and methods: indoor/urban with ray tracing and with the use of Fresnel coefficients/UTD. It requires import of an antenna pattern from FEKO in .ffe format. In 2018.0.1, to be released soon, there will also be a possibility to define cross polarization for all cases by simply entering a value when you edit antenna properties.
  16. 1 like
    Hi Vipin You have to run the script on all hm sessions put the script in a file named hmcustom.tcl in folder c:\users\your_account hm will run it when opening
  17. 1 like
    Hi, In this model only a pressure load is there. And the same you can do in RADIOSS. Create a surface set or contact surface over which the load is to be applied. Choose the load type as Pressure Load from BCs Manager and create a Pressure vs Time curve (this curve defines the time in which the load is ramped in the model).
  18. 1 like
    Hi, We don't have step by step tutorial on creating user materials in RADIOSS, but we have a document which is shared along. Please go through the same. userscode_ch2_USER_Mat29_31.pdf
  19. 1 like
    Hi In panel Tools>renumber select elems and click "min/max" you will see on message bar
  20. 1 like
    Create a load collector with card image tableD1
  21. 1 like
    Hi @Sp108 Did you check this model file which uses time-varying load? https://forum.altairhyperworks.com/applications/core/interface/file/attachment.php?id=9912
  22. 1 like
  23. 1 like
    Hypermesh can modify some cad features like holes, offsets Try enter panel Geom>dimensioning click 2 points if dimension has "&" you can click it to change press f1 for guiding
  24. 1 like
    Hello, I don't know any direct process, but you can try my method. First go to Geom>>temp nodes and add nodes at the edges. The go to Geom>>nodes>>XYZ. Here triple click any node and it should give you the exact co-ordinates of that node. Note these down. Then go to tools>>translate and translate the node to any position you want. Also instead of translate you can create a new node where you want to translate the original one. Then press F3 (replace panel) and replace the node. Please note: You need the 3 XYZ values that is exact coordinates for proper positioning. Thankyou
  25. 1 like
    Hi Zhaoying, You can review the node group in HyperCrash but I don't think it's possible to see the node ids of the node group in HyperCrash. I suggest you to export the model from HyperCrash, manually open the model file (_0000.rad) in Textpad and review the node group where you can see all the node ids.
  26. 1 like
    Hi Datta, Unless implicit cards are provided, RADIOSS implicit will not be activated. In the .out file there will be energy error and mass error. User can analyse these parameters: The Energy Error computed by RADIOSS is a percentage and If the error is negative, it means that some energy has been dissipated. If the error is positive, there is an energy creation. If the positive energy error is high, the source of this energy has to be identified. Incompatible kinematic conditions can lead to such a situation. Normally, the energy error must be negative and decreasing (except for the first cycle ). The error must be less than 15% at the end of computation (5% for a good model). If the error increases a little, then decreases may be normal. If the error increases, this means that a problem has occurred. Then, the error may grow to 99.9% with computation failure message. When the model is imposed with a time step (/DT/NODA/CST) mass error is monitored. In order to maintain the imposed time step, the solver will add mass to the model and this will be shown as mass error. For a perfectly imposed time step, the mass error should be less than 2-3 percent. Please refer this video which explains about time step and monitoring the .out file: https://altair-2.wistia.com/medias/o0bfml9ah5
  27. 1 like
    Hi, I would like to ask for an advice in solving a simmilar problem, with this difference, that I would like to find normal modes of a structure after non-linear static analysis (with contacts). Is it possible to run this sequence of analyses in OptiStruct: nonlinear statics --> normal modes? Best regards, Jakub
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