Performance of Circular Concrete-Filled FRP-Grooved Steel Composite Tube Columns under Axial Compression

A new structure termed “concrete-filled FRP-grooved steel composite tube (CFGCT) column” is proposed, which is composed of a stress-released steel tube (i.e., grooved steel tube), fiber-reinforced polymer (FRP) and concrete. Axial load tests were carried out on twenty-four specimens to investigate t...

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Autores principales: Kunting Miao, Yang Wei, Xi Zhang, Kaiqi Zheng, Fenghui Dong
Formato: article
Lenguaje:EN
Publicado: MDPI AG 2021
Materias:
FRP
Acceso en línea:https://doaj.org/article/8b98f648abef400bad2758e43e5d04d1
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Sumario:A new structure termed “concrete-filled FRP-grooved steel composite tube (CFGCT) column” is proposed, which is composed of a stress-released steel tube (i.e., grooved steel tube), fiber-reinforced polymer (FRP) and concrete. Axial load tests were carried out on twenty-four specimens to investigate the constraint effect of this structure. Three main experimental variables were considered: the steel tube thickness, the FRP type, and the FRP layer. The failure modes, stress-strain relationships and the effect of the main experimental variables were discussed. The stress-strain curves of this new structure are composed of an initial linear part, a nonlinear transition part, a strengthening part and a residual part. The test results demonstrate that the bearing capacity of the structure was improved, and that the mechanical mechanism of the structure was simplified due to the stress-released grooves. Based on the test results and previous studies, formulas for calculating the ultimate stress (<i>f<sub>cu</sub></i>), ultimate strain (<i>ε<sub>cu</sub></i>), peak stress (<i>f<sub>cc</sub></i>) and peak strain (<i>ε<sub>cc</sub></i>) were proposed. In addition, models for predicting the stress-strain curves of CFGCT columns were put forward, and the models could precisely simulate the stress-strain curve of this new composite structure. Hence, this study indicates that a structure composed of FRP and stress-released steel tube can effectively constrain concrete.