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Convert the Stress-Strain into True Stress-Strain in the theoretical model

    • Andreyteston
      Subscriber

      Hello, members.


      I would like to use the constitutive model for concrete by Tao (2013), which has a descending part after the maximum stress on the stress-strain relationship.



      When I am using a theoretical constitutive model, as an example I can use the constitutive model present on the Eurocode, illustrated below. Is it necessary to convert theoretical stress-strain curves to true sreess-strain curves?



      I wonder if any member could help me.


      Regards

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