Bond Properties of GFRP Rebar in Fiber Reinforced Concrete (Engineered Cementitious Composite)

An experimental investigations on the bond-slip properties of the steel and Glass Fiber Reinforced Polymer(GFRP) bars in engineered cementitious composite (ECC) with Polyvinyl Alcohol (PVA) fibers are presented. Total of 8 beam specimens prepared according to the Rilem procedures with 2% of PVA and PE fiber volume percentage and steel and GFRP reinforcements significantly changed the failure mechanism and slightly improved bond strength. The main objective of the tests was to evaluate the load versus displacement and load versus slip behaviors and the bond strength for the following parameters: concrete type (normal and fiber concrete) and bar diameter (10 and 13 mm). The study results showed that ordinary concrete and ECC specimens showed similar behavior for steel reinforced specimen. However, GFRP reinforced specimen showed different behavior that the steel specimen. The code analytical results showed more accuracy compared to the experimental results as expected in conservative code provisions. Based on the obtained results, it is safe to conclude that the new parameters need to be adopted to ensure safe usage of ECC for construction applications.????????? GFRP bar??? ???????????? ??? PVA??? ????????? ECC????????? ??????-????????? ????????? ????????? ?????? ???????????????. ??? 8?????? ???????????? ?????? ?????? ?????? ????????? ?????? ???????????? ??????????????? ????????? ????????? ??? ?????? PVA ??? PE??? 2% ???????????? ????????? ECC??? ????????? RILEM ????????? ?????? ???????????? ???????????????. ??? ????????? ????????? ECC ??? GFRP??? ??????????????? ?????? ??????-?????? ?????? ??? ????????????-????????? ????????? ????????? ?????? ????????? ?????? ???????????? ?????????. 1) ??????????????? ??????(?????? ????????????, ???????????? ????????????), 2) ???????????? ??????(10 mm, 13 mm) ?????? ?????? ??????????????? ECC??? ????????? ?????? ???????????? ????????? ????????? ???????????? GFRP??? ???????????? ?????? ?????? ????????? ?????????. ?????? ????????? ????????? ?????? ????????? ?????? ????????? ????????? ?????? ?????????????????? ??????????????? ?????????????????? ????????? ???????????? ????????????????????? ???????????? ACI ????????? ???????????? ???????????? ????????? ???????????????