In the experiment, I used FRP laminate inside the concrete as shear reinforcement. The laminate was anchored from the top on the concrete surface. In Diana, the FRP can be modelled as reinforcement bar but I don't have any idea about how can I model the anchorage. Is there any way to do that in Diana?
Gabriele Bertagnoli
Anchorage can be modelled only if you consider bond slip interface elements along reinforcements; otherwise full bond is supposed and anchorage is therefore not necessary. Please contact me in private if you need extra explanation.
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