Abstract:
In this comprehensive study, firstly, the theoretical model described in ACI 440 committee report to calculate
the area of transverse U wraps provided for anchored CFRP-strengthened concrete beams was examined. Then, an
experimental study was carried out with a total of 10 small-scale test specimens and test parameters were set to inspect
the validity of the limitations given in the above theoretical model. Theoretical calculations were performed in
accordance with ACI guidelines for the above test specimens as well as for the previous research studies. Finally, the
constraints of applicability of the theoretical model given in ACI 440 committee report was discussed presenting new
recommendations for different scenarios.
