Structural evaluation of coaxial joints for FRP rebars using winding wet fabrics composites
Structural evaluation of coaxial joints for FRP rebars using winding wet fabrics composites
Yuan, G.; Dong, G.; Ma, J.; Feo, Luciano; Hui, David
2014-03-01 00:00:00
Owing to limit in transportation and production, the connection of FRP rebars is an unavoidable problem. A coaxial joining scheme for FRP rebars using winding wet fabrics and fiber bundle/belt composite is presented in this paper. The experimental results indicate that the connection method is effective. And it has the following characteristics: small size, light weight, high strength, corrosion resistance, easy to construction etc. Facing the development of the engineering application in the future, some works need further research are putting forward.
http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.pngWorld Journal of EngineeringEmerald Publishinghttp://www.deepdyve.com/lp/emerald-publishing/structural-evaluation-of-coaxial-joints-for-frp-rebars-using-winding-2zSXRQIGVT
Structural evaluation of coaxial joints for FRP rebars using winding wet fabrics composites
Owing to limit in transportation and production, the connection of FRP rebars is an unavoidable problem. A coaxial joining scheme for FRP rebars using winding wet fabrics and fiber bundle/belt composite is presented in this paper. The experimental results indicate that the connection method is effective. And it has the following characteristics: small size, light weight, high strength, corrosion resistance, easy to construction etc. Facing the development of the engineering application in the future, some works need further research are putting forward.
To get new article updates from a journal on your personalized homepage, please log in first, or sign up for a DeepDyve account if you don’t already have one.
All DeepDyve websites use cookies to improve your online experience. They were placed on your computer when you launched this website. You can change your cookie settings through your browser.