General Mechanical

General Mechanical

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

How can I do a beam to solid submodel in apdl?

    • 2020221038
      Subscriber

      I know how to do a beam to solid submodel in WB, but how to do it in APDL?

    • Erik Kostson
      Ansys Employee

      Hi

      See the CBDOF  command and the section in mapdl help on sub models.

      All the best

      Erik

      • 2020221038
        Subscriber

        Thank you for your response. In the help, the CBDOF command only introduces shell-shell, shell-solid, and solid-solid submodels, and does not introduce beam-to-solid submodels. I have also consulted some literature. ANSYS submodels can only be used for shells and solids, and there is no mention of their use for beam elements in APDL.

    • Lydia
      Ansys Employee

      Hello,

      You can review the following documentation links to use as a reference point for your analysis:
      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v251/en/ans_adv/Hlp_G_ADV4_3.html
      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v251/en/ans_vm/Hlp_V_VM142.html

       

      Warm regards,
      Lydia

      • 2020221038
        Subscriber

        Thank you for your response. In the help, the CBDOF command only introduces shell-shell, shell-solid, and solid-solid submodels, and does not introduce beam-to-solid submodels. I have also consulted some literature. ANSYS submodels can only be used for shells and solids, and there is no mention of their use for beam elements in APDL.

        • Lydia
          Ansys Employee

          You are right I didn't notice that you are doing beam-solid submodeling. Beam to solid submodeling is not using CBDOF command. Even in Mechanical the correct way to import the Cut Boundaries is with Remote Force and Remote Constraints. So, the corresponding way in APDL would be to use Remote Point based constrains. 

           

          So, you will need to create Remote Points in your submodel and then add the required constraints to those Remote Points with D command. D

           

          Warm regards,

          Lydia

        • 2020221038
          Subscriber

          This method cannot map node displacements in the global model to the local model. Instead, it is necessary to manually couple all points in the cross-section or use 184 elements for connection. These operations can be performed in Workbench, which is generally consistent with APDL. Therefore, I would like to know how to achieve this in APDL.

Viewing 2 reply threads
  • You must be logged in to reply to this topic.