Jump to content


  • Content Count

  • Joined

  • Last visited

About Rod

  • Rank

Profile Information

  • Country
    Korea, South
  • Are you University user?

Recent Profile Visitors

The recent visitors block is disabled and is not being shown to other users.

  1. Haven't tried that version yet. And I believe we don't have that version. So that means, there's no work around for the 4k monitor?
  2. I have a workstation with Quadro P2000 and I get that black screen...what the heck!
  3. I start having problems with hyperworks when I got this workstation with Quadro P2000 with 4k display. This workstation should run hyper blah blah with ease but I experience the other way. Sometimes when I open a file, I see only black workspace. Sometimes, no model or weird texts, misplaced tools, what the heck are those? What is the best GPU setting for hyperworks/view using Optistruct as the solver? Please help before I throw this workstation away due tofrustration
  4. This is actually getting weirder as I cannot drag the hyperview to my secondary screen. The hyperview snaps to the edge when I minimized or reduce the window size and stays that way until I maximize it again. Update: Opening the hyperview right to the second screen (1920x1080) solved the problem. If this is the case, how will I solve the problem in my 4k laptop?
  5. The text of the Legend on my Hyperview looks too big. Is it because my screen is 4k? I am using workstation with quadro P2000. The drivers are all updated. I have already tried the smallest text size for the Legend but it doesn't help. Anyone had this problem?
  6. Hi. I got a new workstation with P2000 quadro with 4k display. The problem I have now is that the workspace of HM and HV. The workspace seems to be floating and when I pan, the model is cut. When I was using a pc with GTX 2070 or even the GTX 1060, I don't get this problem. Now with a professional GPU, i get this problem. Is it a GPU setting problem or is it related to my display which is now 4k? By the way, I already applied scaling (just in case you ask). Thanks
  7. I have modeled a steel wide flange with rib plates. The result I am interested in are the weld stresses. I have modeled the weld as 3d but there are parameters that I can't input. Is it better to model the weld in 3d? If there are better ways to do this, let me know. Again, I am only interested on the weld stresses. I am attaching my hm model and the *.out file. HM 2017.2/Optistruct Gusset Plate_Rev C.hm Gusset Plate_Rev C_001.out
  8. I am using HM 17.2 (Optistruct) and have no Radioss. My problem is using Contact in Optistruct. Somehow I can't get the result I am expecting because of the problems I have in my model. The contact doesn't seem to function the way I want it to be. There are errors that I don't get. Some errors are: *** INFORMATION # 4739 The structure of surface-to-surface contact element is quite different than that of node-to-surface contact element. No internal CGAP/CGAPG elements are created for surface-to-surface contact. *** INFORMATION # 3433 MUMPS solver is used by default for nonlinear analysis at subcase 1. I have only 1 version of HM and have only Optistruct too. Educate me please JDN_Loading_Beam_Rev_B2.hm
  9. Thanks a lot Mario. I wonder how that happened though. At least, about 80% of the model have been restored
  10. I was doing a model then I left my PC for just about 5 min, then my hypermesh crashed. Miraculously, the hm model became corrupted or broken for whatever reason I am not aware of. It'll be hard for me to just it all over again as I haven't saved it Can somebody check my file please? This is the error messge: Only the OK button is clickable. Other buttons can't be clicked nor nothing happens when clicked. Thanks TP_Assembly_Step_1_Rev_A1.hm
  11. Thanks a lot Hyperman! Your replies were extremely helpful and well explained. You just saved my ass. How i wish all replies will be like this. Kudos to you bro!
  12. Thanks a lot Hyperman. The bottom plate won't touch the ground when the loading beam will be moved up. This is the case I am analyzing. I deleted the supports attached to the bottom plate, run and still the solution doesn't converge.
  13. Hi there. I updated my model with all your suggestions. The problem I am having now is that the solutions don't converge. Probably because of lack of supports? Are there ways to solve this one? I am attaching my final model. Thanks in advance. JDN_Loading_Beam_Rev_A1.hm
  • Create New...