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General Mechanical

General Mechanical

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

Multiple Loads Restarted from Initial Loadstep

    • peteroznewman
      Subscriber

      Bolt Pretension often takes a lot of iterations to converge before an external load can be applied, which only takes a few more iterations to finish that load case.


       


      Say you have to solve three models: one for X, Y and Z directions of gravity or force,


      and it takes an hour to solve bolt pretension in step 1 but only a minute to apply the load in step 2.


      This takes three hours and three minutes of solve time when done in the normal way.


       


      Now you can do it in one hour and three minutes of solve time, plus a few quick manual steps.


      It uses a command snippet, Read Results, the Activate load capability and a Restart.


       


      Start with a 2 step model that solves without any issues. Put all the independent loads that you want in that model.


       


      Setup System A to Solve Preload then Stop


      Add Command to Static Structural with the command:  /eof


      Set the Step Selection Mode to By Number


      Set the Step Number to 2


      Analysis Settings


      Generate Restart Points to Manual


      Retain Files to Yes


      Deactivate all Forces that are to be applied in step 2


      Solve


      Close Mechanical


       


      https://youtu.be/ZZioBdIj2Z4  


       


      For Each Independent Load


      Duplicate system block A


      Rename for specific Load


      Click Solution, Tools menu, Read Results File


      Browse the solution folder of the system block A and select solve.out


      Suppress the Command snippet


      Activate the one load that is to be applied in step 2


      Analysis Settings


      Current Restart Point to Load Step 1


      Solve


      You will see that the solution starts from the end of step 1.


       


      Videos of the load in the Y and Z directions restarted.


       


      https://youtu.be/5i-1up3GFpY  


       


      https://youtu.be/4LLlIOdvz-w


       


      ANSYS 17.2 archive is attached, which is when this method was created. If there is a more straightforward workflow using the latest software release, I would like to know about that.

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