Error Running an FEA

Altair Forum User
Altair Forum User
Altair Employee
edited October 2020 in Community Q&A

Hi,

 

I am trying to run an FEA on a truss section. The setup is that it is supported on both sides, with a 937.5 psi load distributed over a 4' by 4' square. After I went through the setup following a tutorial, I tried running it and it gave me the following error. As of now I put a dconstrain on the magdisp, but I'm not sure if that was right. I'd appreciate any help. I have attached the file below.

 

Messages for the job:

 
 *** ERROR # 1908 ***
 Case Control data LOAD=2 is not referenced by any bulk data
 relevant for used subcase type.
 
 *** Run terminated because of error(s) in the input data.

 

Thanks!

Neel

 

Answers

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited November 2020

    HI @nlahiri

     

    Pressure is organized in a wrong load collector and PSHELL card has no thickness.

     

    I have given a thickness of 1 to check and works but results are not meaningful.

     

    Provide the right thickness and run again. 

    Unable to find an attachment - read this blog

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    Is the shell necessary? Can I run an FEA with just a solid? On the video I watched it said to create both. I will try rerunning it at a lower thickness.

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    Hi,

     

    Can you share the video link, please?

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    Thanks for the help. I watched this series:


     

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    I changed the thickness again as they did in the video, but it didn't run.

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    Hi,

     

    Not sure about the tutorial and shell elements. But I see that the solid elements are tetras and shells are quads. 

     

    This makes no connectivity between shell and solid component. 

     

    Also, I see a pressure of 6.5e6 on each node. Which I think is huge. Please check that as well. 

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    I made the solid and shell both triangles. Would it be possible to do this without the shell?

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    Yes, Shells may have used to extract surface stresses.

     

    But analysis should run without shells. 

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited November 2020

    I think I am missing something, because it still doesn't work even though I removed the shell and changed the pressure.

    Unable to find an attachment - read this blog

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited March 2018

    Can you check the units of the load and also the model?

  • Altair Forum User
    Altair Forum User
    Altair Employee
    edited April 2018

    Hi,

     

    Thanks for all the help. I forgot to reply to this, but I think I was mainly having problems setting it up right.

     

    Thanks,

    Neel