General Mechanical

General Mechanical

tension don’t transfer to my stirrups rebar

    • Youssef Abbas
      Subscriber

      Hello together,

      For my Master Thesis i have a prestressed rc beam. My problem is that my Stirrups Rebars don't become enough tension. I used many of ways with parameter studys, that maybe my microplane modell is wrong but thats not the problem. My tension must be beetween 5-12 Promille. Here is my Model, maybe there is someone who can check it and help me by my problem.

      Regards 

      ETK.zip

       

       

       

    • Erik Kostson
      Ansys Employee

      Hi

       

      Ansys employees are not allowed to download . Perhaps any other forum members that use microplane can provide some feedback and help.

       

      All the best

       

      Erik

      • Youssef Abbas
        Subscriber

        Ok, but maybe you can giv me Tipps why my strain is to small. The deformation of my beam is good. But the strain in the rebars are 1/10 to the reality. That is my system.

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