tension don’t transfer to my stirrups rebar
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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
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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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