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?

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