General Mechanical

General Mechanical

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Setting plastic strain and stress to zero above a stress relaxation temperature

    • helen.durand
      Subscriber

      Hello!

      Consider: Denlinger, Erik R., Jarred C. Heigel, and Panagiotis Michaleris. "Residual stress and distortion modeling of electron beam direct manufacturing Ti-6Al-4V." Proceedings of the Institution of Mechanical Engineers, Part B: Journal of Engineering Manufacture 229.10 (2015): 1803-1813.

      In this work, the authors are performing a 3D thermal and mechanical analyses of an additive manufacturing process using one-way coupled transient thermal and quasi-static structural analyses. 

      The authors state that: "The thermo-elasto-plastic model presented accounts for the observed stress relaxation by resetting both stress and plastic strain to 0 when the temperature exceeds a prescribed stress relaxation temperature."

      I was wondering how this might be accomplished. How would I set stress and plastic strain to zero when the temperature exceeds a value? 

      I am implementing my simulation in transient thermal and transient structural utilizing APDL command blocks. Is there an APDL command that can set stresses and plastic strains to zero? I already have code that is capable of finding the temperature of each element by looking at the nodal temperatures. 

      Thank you!

    • Ashish Khemka
      Forum Moderator

      Hi Helen,

      Try the following commands for the material input. The commands below define a multilinear isotropic hardening model where for temperature of 66 degree C, the plastic strain is zero and stress is 1e-6MPa. Other data is for 22 and 44 degree C.

      TB,PLAS,1,3,3,MISO
      TBTEMP,22
      TBPT,,0,100
      TBPT,,0.1,200
      TBPT,,0.2,300
      TBTEMP,44
      TBPT,,0,100
      TBPT,,0.1,200
      TBPT,,0.2,300
      TBTEMP,66
      TBPT,,0,1e-06

      Regards,

      Ashish Khemka

    • helen.durand
      Subscriber

      Thank you for the reply! 

      For the 66 °C data, you have only listed a value of true stress of 1e-6 for a plastic strain of 0. Does this mean that ANSYS will continue to use a true stress value of 1e-6 for larger plastic strain values at 66 °C?

      Could you explain how this corresponds to resetting both stress and plastic strain?

      How does this ensure a plastic strain of 0? It seems like the plastic strain could still be a larger number at 66 °C, and doing what you suggested will just ensure that the stress remains low at 1e-6.

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