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General Mechanical

General Mechanical

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Errors with Multilinear Elasticity material model

    • langlinator
      Subscriber

      Hi,


      I have piece-wise non-linear stress-strain data, that I need to input to Ansys. It seems like the "Multilinear elasticity" model is most suitable, as you can enter piece-wise data. I know this unloads along the original path, and that is not a problem, as I do not need to consider unloading. As Multilinear Elasticity is not available in Workbench, I'm working in MAPDL (unfamiliar for me).


      I am having trouble getting the Multilinear Elasticity (MELAS) model to work. I keep getting error messages.


      When setting up the MELAS table (via GUI):


      MELAS error


      Can anyone provide more detail on what this error means?

    • Vitaliy_Degtyarev
      Subscriber

      MELA does not seem to be currently supported. You may want to look into plasticity models at this link:  https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v192/ans_mat/amp8sq21dldm.html


      I usually use the Multilinear Isotropic Hardening model with plasticity similar to the one shown below to describe a nonlinear stress-strain diagram of steel.


      Example 4.5: Multilinear Hardening with Plastic Strain



      /prep7
      MPTEMP,1,0,500 ! Define temperature-dependent EX MPDATA,EX,1,,14.665E6,12.423e6
      MPDATA,PRXY,1,,0.3

      TB,PLASTIC,1,2,5,MISO ! Activate TB,PLASTIC data table
      TBTEMP,0.0 ! Temperature = 0.0
      TBPT,DEFI,0,29.33E3 ! Plastic strain, stress at temperature = 0
      TBPT,DEFI,1.59E-3,50E3
      TBPT,DEFI,3.25E-3,55E3
      TBPT,DEFI,5.91E-3,60E3
      TBPT,DEFI,1.06E-2,65E3
      TBTEMP,500 ! Temperature = 500
      TBPT,DEFI,0,27.33E3 ! Plastic strain, stress at temperature = 500
      TBPT,DEFI,2.02E-3,37E3
      TBPT,DEFI,3.76E-3,40.3E3
      TBPT,DEFI,6.48E-3,43.7E3
      TBPT,DEFI,1.12E-2,47E3

      Regards,


      Vitaliy

    • nitinansys1995
      Subscriber

      sir , as i want to do soil modelling in ansys workbench . so there are four mechanical model in ansys for soil modelling and defaultly soil properties is given as per cam-clay model . as i added soil to my project i m not getting solution . so i added  mohr coloumb properties for soil modelling but again i am not getting any results so sir can you guide me how to know what are the intial steps for this typer of analysis in ansys workbench. here i am attaching some of the images of my work .  i am thankful fort your support 

    • Vitaliy_Degtyarev
      Subscriber

      nitinansys1995,


      I'm not an expert in Ansys Workbench nor in soil material modeling, Perhaps, a discussion at this link will help you: /forum/forums/topic/soil-modeling/


      Regards,


      Vitaliy


       

    • langlinator
      Subscriber

      I don't understand, why would MELA be available in the MAPDL software if it is not supported?


       

    • Vitaliy_Degtyarev
      Subscriber
    • langlinator
      Subscriber

      Thank you for the further advice


       


      It is strange that MELAS shows as legacy for you. I am using 2019 R2 student, and when I access the help materials via the links in the software, it shows as a current model:


      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v201/en/ans_mat/mat_multilinelas.html


      and also having elements that support it:


      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v201/en/ans_mat/Mp8sasdgh.html

    • langlinator
      Subscriber

      Edit: Somehow I got into the 2020 R1 help, I checked the 2019 R2 help and have the same indications.


      When I access the help materials via the links in the software, it shows as a current model:


      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v194/ans_mat/mat_multilinelas.html


      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v201/en/ans_mat/mat_multilinelas.html


      and also having elements that support it:


      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v194/ans_mat/Mp8sasdgh.html


      https://ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/corp/v201/en/ans_mat/Mp8sasdgh.html


      PLANE182 (plane strain or axisymmetric), PLANE183 (plane strain or axisymmetric), SOLID185, SOLID186, SOLID187, SOLSH190, SOLID272, SOLID273, SOLID285, PIPE288, PIPE289


       

    • langlinator
      Subscriber

      Result: despite the error message, I am getting results that are consistent with my input MELAS data using element SOLID185.

    • Vitaliy_Degtyarev
      Subscriber

      You are right. I'm still using v.19.2 where MELAS is listed as a legacy material model. I see it as a current model in the later ANSYS versions. Sorry about the confusion.

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