Jump to content
Rod

Contact Using Optistruct

Recommended Posts

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

Share this post


Link to post
Share on other sites

Join the conversation

You can post now and register later. If you have an account, sign in now to post with your account.

Guest
You are posting as a guest. If you have an account, please sign in.
Reply to this topic...

×   Pasted as rich text.   Paste as plain text instead

  Only 75 emoji are allowed.

×   Your link has been automatically embedded.   Display as a link instead

×   Your previous content has been restored.   Clear editor

×   You cannot paste images directly. Upload or insert images from URL.


×
×
  • Create New...