Effects of transverse constraints on the longitudinal compressive strength of unidirectional CFRP pultruded plates and rods. (1st January 2019)

• Record Type: Journal Article
• Authors: Wang, Lichen; Kawaguchi, Ken'ichi; Xu, Jie; Han, Qinghua
• Is Part Of: Composite structures. Volume 207(2019)
• Page Start: 740
• Page End: 751
• Publication Date: 2019-01-01
• Subjects: Unidirectional CFRP -- Pultruded plates and rods -- Transverse constraint -- Longitudinal compressive strength -- FEM; Composite construction -- Periodicals; Composites -- Périodiques; 624.18
• DOI: 10.1016/j.compstruct.2018.09.071
• Languages: English
• ISSNs: 0263-8223

Abstract

Abstract: Unidirectional (UD) carbon fiber reinforced polymer (CFRP) pultruded plates and rods have been widely used for strengthening concrete structures, but their strengthening efficiency has been found to be less under axial compression. Transverse confinement has been shown to improve the longitudinal compressive carrying capacity of UD CFRP composites in practice. However, the lack of a detailed understanding of the relationship between transverse constraints and the improvement of compressive strength leads to a lower material utilization efficiency and a more complicated confinement technique. Therefore, a series of tests and numerical simulations were conducted to analyze and discuss the effect of cross-sectional shape and size, the loading methods, and the transverse constraints on the longitudinal compressive properties of UD CFRP pultruded plates and rods. Some optimized design values of transverse constraints are proposed for the different situations. The results of this investigation can be used to guide the design of the transverse confinement for the hybrid CFRP strengthening technique in concrete columns.