We’re putting the final touches on our new badges platform. Badge issuance remains temporarily paused, but all completions are being recorded and will be fulfilled once the platform is live. Thank you for your patience.
General Mechanical

General Mechanical

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

    • MJol
      Subscriber

      Hello, I would like to know how we can modeling bracings (X, V or K) in way that the element are only on tensile (or compression) behavior. How are you doing this?


      Best regards

    • peteroznewman
      Subscriber
    • MJol
      Subscriber

       Thank you.


      I still don't understand how to do.


      Here you have my model.


      https://www.dropbox.com/s/k0nwmscd3cpzxbu/test_frame_bracing.zip?dl=0


      Can you help please?


      Maxime

    • peteroznewman
      Subscriber

      Please reply with the version of ANSYS you are using.


      You must use only 1 Link element per brace and set the Behavior to Hard to prevent additional elements being used on these 12 lines.



    • MJol
      Subscriber

      Hello Peter,


      Thank you it was only the mesh didn't work !


      I am using ansys v2020 R1


      Best regards

    • MJol
      Subscriber

      Hello Peter,


      I can't have the Von mises stress for the beams and columns.


      Is that normal?


      Regards


      Maxime

    • peteroznewman
      Subscriber

      Hello Maxime,


      Sorry for the delay in replying.


      Yes, you don't get von Mises Stress plot for beam elements.


      On Solution you can Probe > Beam > Axial Force and Shear Force.


      On Solution, right click to Insert > Beam Tool.  Then in the Beam Tool, right click to Insert > Maximum Combined Stress.  This is the Axial Stress combined with the Bending Stress.  You can also just plot Direct Stress = Axial Stress.

Viewing 6 reply threads
  • The topic ‘Bracings’ is closed to new replies.