Stress-strain behavior of concrete in circular concrete columns partially wrapped with FRP strips. (15th September 2018)

• Record Type: Journal Article
• Authors: Zeng, Jun-Jie; Guo, Yong-Chang; Gao, Wan-Yang; Chen, Wei-Peng; Li, Li-Juan
• Is Part Of: Composite structures. Volume 200(2018)
• Page Start: 810
• Page End: 828
• Publication Date: 2018-09-15
• Subjects: FRP -- Circular column -- FRP partially wrapped concrete -- Stress-strain model -- Confinement -- FRP strip/ring; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2018.05.001
• Languages: English
• ISSNs: 0263-8223

Abstract

Abstract: Fiber-reinforced polymer (FRP) wrapping has become an attractive strengthening technique for concrete columns. Within this strengthening technique, FRP jackets are wrapped around the concrete column with the fibers in the jacket being oriented in the hoop direction. In practice, the FRP jackets can be either continuous or discontinuous along the column height and thus the resulting column is referred to as FRP fully or partially wrapped concrete columns. Existing research has demonstrated that the FRP partial wrapping strengthening technique by discrete FRP strips (rings) is a promising and economic alternative to the FRP full wrapping strengthening technique. Although a number of experimental investigations have been conducted on FRP partially wrapped concrete columns, the stress-strain behavior of FRP-confined concrete in partially wrapped concrete columns is not yet completely understood. This paper presents an experimental program to investigate the axial compressive behavior of circular concrete columns partially wrapped with FRP strips. The test results are presented and compared with five existing representative stress-strain models to examine the reliability and accuracy of each model. It has been demonstrated that the Teng et al.'s (2007) model is superior to the other four representative models and it provides reasonably accurate predictions of the ultimate axial stress of FRP partially wrapped concrete while it usually underestimates the ultimate axial strain.