I have modelled I Section with tendon as 3D solid. I have applied prestress in Initial step under predefined field and then applied pseudo static load to match the load deflection curve with experimental results.
The non-linear properties entered for Tendon and Concrete are same as that used in the experiment.
Currently the reinforcement is not modelled.
When I superimposed the Simulated model load deflection curve with the experimental result, i got this (shown in the image).
The model did no failed even when i applied 2 times the capacity as obtained in Experiment.
Can someone please tell what might be wrong with the model?