Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title An Experimental Study on Bond Characteristics of FRP Reinforcements with Various Surface-type
Authors 정우태 ; 박영환 ; 박종섭
Page pp.279-286
ISSN 10156348
Keywords fiber reinforcement polymer;bond characteristic;bond strength;frp tendon;섬유보강;복합재료;부착특성;부착강도;FRP 긴장재
Abstract FRP (Fiber Reinforced Polymer) tendons can be used as an alternative to solve the corrosion problem of steel tendons. Material properties of FRP tendons-bond strength, transfer length, development length-must be determined in order to apply to concrete structures. First of all, in case of application for pretension concrete members with CFRP tendons, transfer length is an important characteristic. The bond of the material characteristics should be demanded clearly to apply to PSC structures prestressed with FRP tendons. This paper investigated on the bond characteristics of FRP reinforcements with various surface-type. To determine the bond characteristics of FRP materials used in place of steel reinforcement or prestressing tendon in concrete, pull-out testing suggested by CAN/CSA S806-02 was performed. A total of 40 specimens were made of concrete cube with steel strands, deformed steel bar and 6 different surface shape FRP materials like carbon or E-glass. Results of the bonding tests presented that each specimen showed various behaviors as the bond stress-slip curve and compared with the bond characteristic of CFRP tendon developed in Korea.