Pull out test were carried out on bond anchorage specimens of PVA FRCC(fiber reinforcement cement composite) and rebar to investigate the bond anchorage performance. Rebar stress and bond stress were analyzed. The established calculation formula of bond strength between PVA FRCC and rebar are consistent with the experimental results. In addition, the design of anchoring length by way of reliability analysis between PVA FRCC and rebar was proposed. The result is that the anchoring length can be designed with the formula in GB 50010—2010《Code for design of concrete structure》.