Ansys Assistant will be unavailable on the Learning Forum starting January 30. An upgraded version is coming soon. We apologize for any inconvenience and appreciate your patience. Stay tuned for updates.
General Mechanical

General Mechanical

Topics related to Mechanical Enterprise, Motion, Additive Print and more.

Standard earth gravity

    • rahulranjan1995
      Subscriber

      How to add standard earth gravity in msup transient system?

    • peteroznewman
      Subscriber

      You already have an acceleration load. Just add the acceleration due to gravity to that load.

    • rahulranjan1995
      Subscriber

      Hello Peteroznewman sir,


       


      I have one doubt, suppose I open static structural module and apply line pressure on a beam and then link transient structure module with static structure and apply acceleration over the beam. Then will the line pressure get overlap in transient structure module as well?


       

    • peteroznewman
      Subscriber

      No.


      Just use Transient Structural, but use 3 time steps and turn off Time Integration in the first step when you apply the acceleration due to gravity.


      The transient load is applied in step 3 with Time Integration turned on.


      Here are more detailed instructions.

    • rahulranjan1995
      Subscriber

      By going through your previous suggestions on another post of mine I tried working on perforated steel beam of I section using mid-surfacing but when I did modal analysis on that model the natural frequency of all the modes came out to be zero. Can you explain the reason?

    • peteroznewman
      Subscriber

      You didn't add a Fixed Support to one end of the beam in Modal, which needs its own support unless you link the Solution cell of a Static Structural into the Setup cell of Modal in Workbench, then you are not allowed to add a Fixed Support to Modal.

Viewing 5 reply threads
  • The topic ‘Standard earth gravity’ is closed to new replies.
[bingo_chatbox]