We have an exciting announcement about badges coming in May 2025. Until then, we will temporarily stop issuing new badges for course completions and certifications. However, all completions will be recorded and fulfilled after May 2025.
General Mechanical

General Mechanical

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

compression test of scaffold or lattice structure

    • REZA AHMADI
      Subscriber

      hello

      Im working on a lattice structure and i did several compression test with 2mm/min. i have force and displacement. i have the following questions, i would be aooreciate if any one answer them.

      1 - which area should i consider for stress calculation?in some paper total area are considered and other papers consider the area subtracted the hole areas. i mean i have force and displacement so when i want to calculate the stress based on real force for plotting which area should i consider. 

      2- for boundary condition i chose 2 plate which resemble the grippers but i think i need just the bottom plate or can i use remote support and displacement.

      thank you 

    • mohan.urs
      Ansys Employee

      Hey,

      The total area subtracted by the hole area makes more sense. I have seen papers which have used cross sectional area which cuts through the holes. Also there are many literature available which compare FEA results to experimental stress-strain curves. Check them out and make the best decision.

      For your 2nd question using the 2 plates does seem like the best scenaria. You can make those 2 plates rigid to avoid increase in the simulation time.
      You can definitely use remote displacement directly as well. I don't expect too much difference between the two. If you are unsure you can try them both and see if there are considerable differences.

      Regards,
      Mohan Urs

      • REZA AHMADI
        Subscriber

        thank you, which type of stress should i consider to compare with stress strain results, i mean middle principal or maximum principal?in contour i have also positive and negative stress which means tensile and compression

Viewing 1 reply thread
  • You must be logged in to reply to this topic.