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  1. Yesterday
  2. Hi tinh, Thank you for the reply and sorry for the late reply. I have tried outputting STRESS with different locations but they end up producing the same results each time even when I try other locations such as "CENTER". I am using solid elements (CTETRA8). My settings are shown below; I am not sure what I am doing wrong in this case. Any other suggestions and advice is greatly appreciated! -Eric
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  4. Anne Mackenzie

    Adding E-field results

    Hello. I have a group of FEKO simulation results in the form of .ffe files from different simulations. Although all of the simulations were set up in the same way, they contain radiating elements at different positions. The output files contains the calculated Ephi and Etheta real and imaginary components and directivities at each angular position. Is there a correct way to add all of the results to obtain a power radiation plot or gain plot for the sum of all the elements together? I would like to consider them all as one array. Does the directivity factor need to be considered? I realize this approach would ignore the interactions among the various groups simulated.
  5. Hello JIF, Thank you very much for replying to my post. I activated low frequency stabilization in Solution Settings. And the warning disappeared. Still I have two more warnings 509, and 510 in .out file. My model has a 1V voltage source at a single port. How do I get rid of these warnings? When I simulate a current source (large voltage source with large load), solver doesn't give such warnings. Thanks, FieldForcer
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  7. CAW4933

    Infinite Ground plane

    Hi, I am trying to apply an infinite ground to my transmitter to simulate my transmitter more realistically and to determine the radiated E-field in its near field region. So i tried using the PEC ground plane, but the far field pattern is giving some strange looking results, and actual transmitter is surrounded by soil/concrete. I tried simulating with the Sommerfeld Integrals but MLFMM is not able to solve with special green's functions. I seem to be only able to simulate with the Reflection coefficient approximation. Question: 1) Would it be more accurate to simulate it with Sommerfeld Integrals? Any way around this as my structure is rather large. 2) Can I use the infinite planar multi-layer substrate to define an infinite earth ground plane? How is this different from the Sommerfeld integrals? 3) Any idea how accurate the reflection coefficient approximation is compared to Sommerfeld integrals? Thanks in advance.
  8. reinerh

    Circular Polarization in WinProp

    So far WinProp can do only linear polarizations. Therefore you better process the theta and phi components in WinProp and combine the results afterwards outside WinProp.Alternative is to process the WinProp .str file include the ray path data (also the transmission matrix) e.g. using a script outside of WinProp. The syntax of the .str file is described in the ProMan user manual if you serach for str and includes also the transmission matrix T_vv, T_vh, T_hv, and T_hh.
  9. reinerh

    Antenna Pattern from CST to WinProp

    CST can export the antenna pattern in the WinProp ASCII .apa format.
  10. Isi

    Getting a value from Excel (.xlsx) file

    I am not sure if you can read an .xlsx but you can always save the file as .scv from within Excel and than use the FromCSV block in Activate. Maybe someone else can propose a better solution.
  11. Hello Trido, You only need to install CCS. Afterwards just open up Embed, create your diagram graphically, click Tools>Codegen >Compile and your .out file is ready. Check learn.solidthinking.com to get started.
  12. Hi Before scripting, could you describe how you did that by interaction with GUI?
  13. Don't do that. Your mesh is very regular, if you create the mesh by "ruled" panel, i think node numbering will follow your expection
  14. I know that the panel is called by hm_private_eemarkorlistpanel But i am not sure how it works Why do you need to call this panel? I think finally it will invoke some * commands as @0815 shows above So you can use them directly, hooking to GUI is just effective in some cases
  15. Karthik shanmugam

    Hypermesh view port option

    Hi, I have observed in toturial Hypermesh V 14.0 have view port option .its possible to split the view port in Hypermesh ( similar to hyperview)? Any update on new version. I have attached the sample image. Regards Karthik shanmugam
  16. tinh

    Co-ordinates arrangements

    Could you explain reasons you have to set a low precision?
  17. Could you explain reasons you have to check quality from dat file without importing?
  18. Andy@LamteqSolutions

    OPTISTRUCT - Contacts

    Hi all, I have a model with multiple contacts and have been using N2S contacts. I've found that in some of my loadcases, these contacts produce excessively and unrealistically high loads. I've checked to assure there is a sufficient gap between master and slave components and have even tried changing to S2S, PARAM EXPERTNL CNTSTB... in every case the the contact in question remains an unrealistically high stress or another contact which was previously low force suddenly becomes massive. The way I set the models up is to select contact surfaces for both slave and master and select slide option, I don't apply any clearance or srchdis values. Anyone any suggestions? Alas I cannot share the model.
  19. Import your .dat file into Hypermesh & do Quality checks?
  20. HI all, I am examining one of my .dat file which i exported from HM. Image attached below is an example of my quality criteria. From the above, i need to Warpage, Aspect Ratio, Skew, Lengths, Angles (all 4) Instead of checking the element quality from HM, is there any options to find the 2D element quality from .dat file. Thanks, Prabhu P
  21. Prabhu

    Co-ordinates arrangements

    Hi Tinh, I am unable use the command. can you please give me an example on using this command.
  22. Hi Tinh, This worked perfectly..... Thank you for the support....
  23. Sandeep P

    Seating system loading

    As per European regulation no. ECE 14 (Safety belt anchorages test for seating system, load=13.5kN ) & SBS (Seat back strength test, Moment = 373Nm) Please refer the BCS for your reference
  24. Prakash Pagadala

    Seating system loading

    Hi Sandeep, Can you share the source, please?
  25. Can we use Excel file from HyperStudy that contains response surface calculated by HyperStudy? That Excel (.xlsx) file contains functions and/or macros that fetch input values from some “input” fields in the sheet and write a result (value of response) to an “output” field. Are there any ways in Activate, just like LookupTable block, that writes values (from input ports) to input fields on the sheet, get calculated values from output fields and then the output them through output ports? Minoru Yubuchi
  26. Samraj

    Honeycomb modelling with tetrahedron elements

    Hello Rahul, Thank you very much for your valuable info. I will look into the thread. Thank you.
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