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Found 592 results

  1. Hi This question is regarding Hypermesh Assembly structure issue I have assembly structure( partmanager in ansa) that is created in ANSA with parent,child, and grand child relations and i have exported to .key format or .inp now, when i import the same file in HM i am not getting the same part structure that is defined in ansa . is there any options i should use while importing or exporting please reply ,also provide any script is avaliable Regards Satyaswaroop
  2. Hi all, I have 2 mesh components..yellow and green considering yellow comp size...giving some tolerance of at least 2 elements size of green one...want to delete some portion from green as shown... then create mesh between these two comp...shape can be tri or quad or mixed. This is shell mesh... element size of both are different... no surface available for this 2 I want to automate these things... 1 . Delete some portion from green...considering size of yellow 2. Create mesh between yellow and green keeping connectivity in mind.. please help me out... if any one have any idea... Thanks & Regards, PD
  3. Hi Everyone, I am working with Radioss. I use TYPE 7 contact for this model. I wanted to check whether my model is working regarding with displacement or stress result for my BCs. But after analysis result it shows nothing every displacement result is zero and low Stress (Can see animation in this link https://drive.google.com/drive/folders/1jccvEqdd7xk5u3Zi_QyirAPrZYkpptGM). Before created this topic, I learnt RD-T3530 and RD-T3595. Can anyone take a look into my model whats wrong or what change I have to make. Thank you in advance. Animation : https://drive.google.com/drive/folders/1jccvEqdd7xk5u3Zi_QyirAPrZYkpptGM Regards, Salaya
  4. I am very much new to tcl .. It would be highly appreciable if anyone can help me with the logic I have a model and it somewhat looks like the one shown in the figure. the free space shown at the centre is also not exactly as that shown in the pic. It can be of any shape. The shape of the free space can be an hole or in a zig zag manner also. My OBJECTIVE is to fill this free space with MESH. So my logic is to find the free edges and mesh the center free edge area. Can anyone please give me some clue how to proceed? Is there any similar type of tcl available in script exchange?
  5. What does this size value indicate while creating a constraint for certain nodes in HyperMesh ?
  6. Hey, Is there a possibility to export the results of the "Drape Estimation" (elements or surface of the Flat Shapes) ? Obviously there is a graphic result, but its neither elements nor a surface. thanks
  7. Hi All, How to store and translate duplicated elements using tcl? Regards, Sanket
  8. Hey guys, after I have finished my work on a model, I start a new session in HyperMesh and want to delete the .fem-File from the previous model. This is not working, and a message appears saying that the .fem-file is still open in HyperMesh. If the command "file delete" is used, an error is occurring which says "permission denied". Do you know how I can solve this problem and delete the .fem-File without closing HyperMesh totally? Kind regards Simon
  9. Hi All, How can i get dependent node id of RBE3 elements using tcl commands? Regards, Sanket
  10. Hey guys, I'm trying to customize the output of a load step. Trying to run again the relevant parts of the command file, an error is occurring in this line. *startnotehistorystate {Updated string array} *setvalue loadsteps id=1 STATUS=2 4873={ } ROW=0 *endnotehistorystate {Updated string array} I'm pretty sure the empty brackets are the reason for the error, but I don't know how to get around them. Could you help me out with this problem? Kind regards Simon Attached you'll find my code. The relevant part starts after line 254. SKO_2.tcl
  11. I am very much new to tcl .. It would be highly appreciable if anyone can help me with the logic I have a model and it somewhat looks like the one shown in the figure. the free space shown at the centre is also not exactly as that shown in the pic. It can be of any shape. The shape of the free space can be an hole or in a zig zag manner also. My OBJECTIVE is to fill this free space with MESH. So my logic is to find the free edges and mesh the center free edge area. Can anyone please give me some clue how to proceed? Is there any similar type of tcl available in script exchange?
  12. Hey guys, I want to create several materials, properties and components automatically. The desired IDs of all the materials, properties and components are saved in an external file and then written into a variable. Each of these values should create an own material, an own property and an own component. For creating the first material, everything works fine. But when the second material should be created, an error is occurring. Do you have an idea how this problem can be fixed? Kind regards Simon Attached, you can find the file with the IDs (these are the values in column 1 saved into the variable "field1") and the .tcl-script I'm talking about. SKO_3.tcl SKO.strs
  13. Hi, How to duplicate elements in original component using tcl commands? Thanks, Sanket
  14. Hey guys, I want to export the elementstresses calculated in HyperMesh using a .tcl-file. I found a way using a results curve but I can only manage to export nodal stresses. Do you know a way how to export also the element stresses? Kind regards Simon
  15. Hey guys, I'm trying to implement an algorithm for the Soft Kill Option in HyperMesh. An important step is to vary the Young's Modulus of each element depending on the element stress. As a consequence of the different stresses of every element, do I need to create a new material and a new property for every element? Or do you have another way to solve this problem? Kind regards and thanks in advance Simon
  16. Hello everyone I am trying to setup abaqus model from hypermsh. I am new to abaqus solver. I already have reffered help from altair on the same. Any other help available on this topic please provide with link. Thank you
  17. hello everyone, How to get independent nodes of rigidlink using tcl commands? Regards, Sanket
  18. What is tcl command to select elements by configuration (Especially Free Edges(PLOTEL))? Thanks.
  19. I would like to mesh these surface smoothy what is your suggestion ?
  20. Hi All, I want to select Preserved nodes to make temp nodes. When "all" elements are masked, preserved nodes are not getting selected. ?? I used following commands : *createmark nodes 1 "displayed" *maketempfrompreservednodes 1 Error: some preserved nodes must be selected (As all the elements are masked, only displayed 'preserve nodes' i want to select) ThankYou.
  21. Hello all I created a graphical interface (piece of them in the picture below): I am interested in the following questions: 1. How can I bind running a .tcl file to a button click? (see the fourth question) 2. How to change the font size on the background? (in HyperView) *TitleFont("Arial", 1, 0, 12) do not work 3. While I work in HyperMesh, i have command.tcl, where all my operations are recorded. But in HyperView I don't find such file. Then I try to "File- Save session - open it in notepad". But it is not log file Is there such a file to see the commands being invoked? 4. I'm try to change legend and notes in HyperView. After wrote a .tcl to "legend file" But it is don't work from button. And worked, if we choose in manual mode (as picture in this topic): add_button "legend" {proc ::post::LoadSettings { legend_handle } { $legend_handle SetType user $legend_handle SetFilter Linear $legend_handle SetPosition upperleft $legend_handle SetNumericFormat "fixed" $legend_handle SetNumericPrecision "0" $legend_handle SetReverseEnable false $legend_handle SetSeparatorWidth 0 $legend_handle SetNumberOfColors 11 $legend_handle SetColor 0 "255 255 255" $legend_handle SetColor 1 " 0 0 255" $legend_handle SetColor 2 " 0 227 255" $legend_handle SetColor 3 " 0 255 170" $legend_handle SetColor 4 " 0 255 57" $legend_handle SetColor 5 " 57 255 0" $legend_handle SetColor 6 "170 255 0" $legend_handle SetColor 7 "255 227 0" $legend_handle SetColor 8 "255 113 0" $legend_handle SetColor 9 "255 2 0" $legend_handle SetColor 10 "255 0 0" $legend_handle SetColor 11 "255 255 255" $legend_handle OverrideValue 0 -36 true $legend_handle OverrideValue 1 42 true $legend_handle OverrideValue 9 140 false $legend_handle GetHeaderAttributeHandle attr_handle attr_handle SetVisibility false catch { attr_handle SetFont "Arial"}; attr_handle SetHeight 10 attr_handle SetColor "255 255 255" attr_handle SetSlant "regular" attr_handle SetWeight "regular" attr_handle ReleaseHandle $legend_handle GetTitleAttributeHandle attr_handle attr_handle SetVisibility true catch { attr_handle SetFont "Arial"}; attr_handle SetHeight 10 attr_handle SetColor "255 255 255" attr_handle SetSlant "regular" attr_handle SetWeight "regular" attr_handle ReleaseHandle $legend_handle GetNumberAttributeHandle attr_handle catch { attr_handle SetFont "Arial"}; attr_handle SetHeight 10 attr_handle SetColor "255 255 255" attr_handle SetSlant "regular" attr_handle SetWeight "regular" attr_handle ReleaseHandle $legend_handle SetMinMaxVisibility false max $legend_handle SetMinMaxVisibility false min $legend_handle SetMinMaxVisibility false max_local $legend_handle SetMinMaxVisibility false min_local $legend_handle SetMinMaxVisibility false entity $legend_handle SetMinMaxVisibility false bymodel $legend_handle SetTransparency true $legend_handle SetBackgroundColor "255 255 255" $legend_handle GetFooterAttributeHandle attr_handle attr_handle SetVisibility false catch { attr_handle SetFont "Arial"}; attr_handle SetHeight 10 attr_handle SetColor "255 255 255" attr_handle SetSlant "regular" attr_handle SetWeight "regular" attr_handle ReleaseHandle } } Thank you in advance for your help
  22. Hey guys, I want to catch a mistake concerning the mesh. when this mistake is occuring, the user should be able to fix the mesh. During a while loop i have sometimes an error in the command *plotnodelist, because it needs the inputs "results of a analysis" and "nodes id". Sometimes the analysis fails and *plotnodelist leads to a break down of Hyperworks because of the missing results. Here is the relevant part of my code: while {} {...... if { [catch {*plotnodelist 1}] } { puts "analysis failed " break } else { *plotnodelist 1 } ....} Kind regards Simon
  23. Hi, I have a question about boundary condition setting for this work. Assume this is a chassis of truck and fixed. 1) How to set contact between surface and surface? 2) How to fixed? I need to applied load to this plate with 0-100kN in 5 sec of time 3).How to applied? I tried the example but don't understand. I make this with myself don't have adviser. I would like you to help me, Thank you.
  24. Hi All, I have one .csv file which contains part numbers in one column and their FE model (.bdf) file paths in another column. Now i want to write a tcl script that will read all part same numbers and their corresponding paths and it will give a pop-up window that "which part you want to import?". How can i do this? Please help regarding this. Regards, Sanket
  25. Hello, The situation is as follows:- I solve a model. CASE 1: Load Model: .h3d file Load Results: .h3d file I find everything OK. the results are good. Same Model (Solved File) CASE 2: Load Model: .fem file Load Results: .h3d file Results very different from the initial results.(Magnitude of results are very very less). Now i am doing this because i have created a few sets in my model which .h3d file won't read. Then i checked my fem file and it has details of all my element sets created. So i run .fem file along with .h3d file. I get all my sets as created in hypermesh but results would significantly differ. Can anyone help me in resolving this issue. Thank you.
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