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

 

Welcome!

It looks like you're new here. Sign in or register to get started.

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

Welcome!

It looks like you're new here. Sign in or register to get started.

Welcome!

It looks like you're new here. Sign in or register to get started.