Jump to content
  • Announcements

    • 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. 

vikas kenchapur

  • Content count

  • Joined

  • Last visited

About vikas kenchapur

  • Rank

Profile Information

  • Country
  • Are you University user?
  1. FRF error 2094

    Hi Prasad, Could you please let us know the type of loading you are exciting the structure with Thanks Vikas
  2. output block optistruct

    Hi Phil, XHIST is supported only for Geometric Nonlinear Analysis. Which load step are you trying to solve? Thanks Vikas
  3. optistruct tutorial

    Hi Phil, We do have nonlinear quasi-static tutorial on the help. You can refer to the below tutorials in v14.0 and above: OS-1360: NLSTAT Analysis of Gasket Materials in Contact OS-1365: NLSTAT Analysis of Solid Blocks in Contact OS-1390: 1D and 3D Pretensioned Bolt Analysis of an IC Engine Cylinder Head, Gasket and Engine Block System Connected using Head Bolts OS-1392: Node-to-Surface versus Surface-to-Surface Contact OS-1393: Basics of Contact Properties and Debugging Thanks, Vikas
  4. knuckle simulation

    Yes, please constrain them using SPCs Thanks, Vikas
  5. Balram, Please use the below link to upload the model/deck https://ftin.india.altair.com:8443/dropbox/~KIMbsp Thanks, VIkas
  6. Hi Balram, I took a look at the .out file, the non-convergence is due to contact chattering. Please attach the deck here, I shall modify the deck and send it across to you Thanks, Vikas
  7. Hi Alekh, You can either constrain the mount or define a FREEZE contact between the Caliper Mount and Kunckle at the contact region Thanks, Vikas
  8. Hi Sumanth, Strain response is currently not supported. As an alternative you can try defining STRESS as a constraint in topology optimization using the below option (Analysis > Optimization > Topology > Parameters > Stress constraint -DTPL card) Thanks, Vikas
  9. knuckle simulation

    Hi Alekh, I presume you don't have the caliper mount component and the Knuckle would sit on this caliber. if yes, you can constrain the nodes of the Kunckle which sits on the mounts using SPCs The better way to model the bolts in the assembly is to tighten them by pretensioning analysis. You can apply bolt pretension in OptiStruct and make the cover come into contact. Else, you can just define a FREEZE type of contact between the cover and bolt head Let is know if you need any further information Thanks, Vikas
  10. Hi Balram, The structure must have reached its limiting point and hence not able to converge with N-R method Do you have contacts in the model? I prefer looking at the model in detail,please let us know if you could share the deck? Thanks, Vikas
  11. Hi Sai Kiran, What is the command you are using to retrieve the eigen vectors Also make sure the Eigen Save is in the same folder from where you are running the job Thanks, Vikas
  12. 1D element spring as real springs

    Hi JM, Yes, in case you don't want to impose a velocity to control the hammer as i suggested above you can attach few springs to the nodes of the hammer and define the load vs displacement curve to the spring element using /PROP/SPRING card. Let us know how it goes! Thanks Vikas
  13. http://www.altairhyperworks.com/training/new_feature_videos/14/videos/OS/fast_cont/fast_cont.htm