General Mechanical

General Mechanical

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

Sheet Metal Bending – Static Structural

    • ltruong
      Subscriber

      Hi guys,


       


      I have an issue with 2D bending that doesn't converge with issues like abrupt change to contact, rigid body motion, internal solution magnitude limit exceeded, etc. Can anyone resolve this issue? Ansys R19.0


      I am also unable to mesh rigid bodies so I set them to flexible bodies and use linear materials. Am I approaching this problem the right way?



       


       


      Regards


      ltruong

    • Wenlong
      Ansys Employee

      Hi Itruong,


      You can try these few things:


      1. Insert a "Contact tool" and check the initial contact status. If there are contact pairs that has a status of "open" or "near open", you can change the interface treatment of that contact to "adjust to touch"


      2. Make sure both the upper and the lower equipment parts are also properly constraint.


      Regards,


      Wenlong


       

    • ltruong
      Subscriber

      Okay, I closed the gap as per your instructions and it completely fail to solve at any point, receiving this message.

    • Wenlong
      Ansys Employee

      Hi Itruong,


      It is complaining about the bot roller not constrained. Did you have a boundary condition to fix it?


      Regards,


      Wenlong


       

    • ltruong
      Subscriber

      Great, I made some progress but was unable to solve it completely.



      • Changed the contact behaviour to symmetric (because they are both flexible bodies)

      • All contacts have been closed without any issues.

      • The only constraint for the top roller was I have set X as 0 so there would not be any lateral movement.


      However, what I observed is that the contacts are not being captured along the expected contact line as it can be seen in the photos.




       


       

    • peteroznewman
      Subscriber
    • ltruong
      Subscriber

      I tried your suggestion by setting remote displacements to control the rigid bodies. The solution did not even converge. On the previous post as shown in the photo, I used a flexible body where I was able to mesh the entire body.


      Could it be there is an issue with contacts that prevents it from converging the solution any further?

    • peteroznewman
      Subscriber

      Why aren't you using symmetry?

    • ltruong
      Subscriber

      This is the result if I use symmetry.




       

    • peteroznewman
      Subscriber

      The attached file did not match the one shown in the image above. It does not have a Symmetry item in the outline and all the items have lost scoping to the geometry. If I repair what you provided, it works well.



       

    • ltruong
      Subscriber

      That looks great. Can I ask what you did to repair the geometry? I've been trying to do everything that was mentioned in this thread and the other but have failed.


      Ah yes, I have many issues with the ANSYS application. It does not save properly after running the simulations.


      https://imgur.com/a/NMdn2Ui

    • peteroznewman
      Subscriber

      Looking at your animation, your model is working properly. The model has conflicting constraints that are impossible to satisfy. There is a displacement constraint that moves the punch down, and there is a contact constraint. The problem is, the displacement commanded results in a gap less than the thickness (T) of the sheet.


      The tip moves down till there is only a gap of T at the centerline. But on the 45 degree side of the die, the gap is 0.707*T which means the contact would have to allow penetration of the plate into the punch and die material. To resolve this conflict, the contact constraint fails and the plate springs back.  Just reduce the displacement a little and it will converge without error.


      If you replace the displacement with a force, then there would be no conflict. Once the gap on the 45 degree side became T, the punch would stop moving.

    • ltruong
      Subscriber

      Hi @peteroznewman,


      Can you please look at the model one more time? I'm confident I have the right files attached this time.


      I reduced the displacement but still was not able to get the same result. It looks like you dropped the displacement from -33.2 to -29.05mm.

    • peteroznewman
      Subscriber

      Okay, you added plasticity, which requires much more care in setting up the model, much smaller elements, many more substeps, special keyops, etc. I made many changes, which you will be able to see as I attach the modified version below. This is archived without results, so you can't play an animation or make new plots. To do that, you have to Clear Generated Data on the solution and let it Solve again on your computer. I only took it to 24 mm. You can try for more.


    • ltruong
      Subscriber

      Thanks @peteroznewman,


      The model looks promising. However, I can't explain the phenomenon at 4 seconds. It seems the sheet metal is attached to the top material and brought it up with the top material.  I have attached the animation to show you what I am talking about.


      https://imgur.com/a/5Qc0NYl


      I am now curious to know how to properly model the unloading process because I am observing the springback behaviour and hence plasticity of material. Would adding more steps preceding initial state be sufficient?


       


      Regards,

    • peteroznewman
      Subscriber

      The plate jumps up due to Weak Springs. Under Analysis Settings, Weak Springs are turned on, turn them off.


      The material model has plasticity, which produces the permanent deformation. Plot plastic strain and you will see where it is plastic and permanently deformed. At the end of step 3, plot elastic strain. That is the strain that will cause some springback.

Viewing 15 reply threads
  • The topic ‘Sheet Metal Bending – Static Structural’ is closed to new replies.