복합재료 패널로 보강된 철근 콘크리트 보의 휨 해석

Recentry, because of good corrosion resistance and ease for site handling due to their light weight, the strengthening of reinforced concrete structures using advanced fiber reinforced plastic(FRP) composites, and in particular the behavior of FRP-reinforced concrete structures is topic that has become very popular. In this study, an efficient computational analysis to predict the ultimate moment capacity of reinforced concrete beams strengthened with FRP is presented. Test parameters in this study are the shape of fiber arrangement (LT, DB, DBT) and the number of carbon fiber sheets (2ply, 3ply). It is using the ABAQUS that is common finite element method for analysis of RC beam with composite material panel.