Review of Anchorage Systems for Externally Bonded FRP Laminates

Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures

Guidelines for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures

Durability of the Bonding Performance of Frp-concrete Interface Externally Bonded with Frp Composite Sheet

The strengthening of concrete structures externally bonded with fiber reinforced polymer (FRP) sheet is increasingly being used for repair and rehabilitation of existing structures. This paper provides information in the area of long-term durability of FRP-concrete interface externally bonded with FRP composite sheet. It mainly discusses and summarizes the influence of harsh environmental expos...

Debonding-Related Strain Limits for Externally Bonded FRP Sheets in Flexurally Strengthened Reinforced Concrete Beams

Debonding problems of externally bonded fiber reinforced polymer (FRP) sheets in flexurally FRP-strengthened reinforced concrete (RC) beams have been a concern and a research challenge since their application of this strengthening technique. Intermediate crack induced debonding is the most common failure mode which is that the debonding initiates at the critical flexural-shear or flexural crack...

Numerical Simulation of Debonding Failure of Reinforced Concrete Beams Strengthened with Externally Bonded Frp

As the life age of the existing structures are required to meet the changing demands on civil infrastructures. So strengthening and retrofitting are required. Recently many techniques to strengthen the reinforced concrete beams in flexural by using fiber reinforced polymer (FRP) had appeared. The most famous technique among them is strengthening the (RC) beams with externally bonded FRP sheet t...