Abstract
In this study, the effect of shearing capacity of RC beams with haunch by PCM shotcrete method with CFRP grid was examined. It was carried out by 2 series experiments. Series A was 2 standards as a parameter with the reinforced range of CFRP grid, and Series B was 3 standards as a parameter with the reinforced quantity of CFRP grid. It was obtained that in reinforced beam which was reinforced by PCM and CFRP grid fixed with web and haunch, the integrity of the reinforced section and the existed section was good and the reinforced effect was sufficient.
