Torsional capacity of concrete-filled steel tube columns circumferentially confined by CFRP. (December 2020)

• Record Type: Journal Article
• Authors: Wang, Yu-Hang; Wang, Yu-Yan; Hou, Chao; Deng, Ran; Lan, Yong-Sen; Luo, Wei; Li, Peng
• Is Part Of: Journal of constructional steel research. Volume 175(2020)
• Publication Date: 2020-12
• Subjects: CFRP -- CFST -- Torsional behaviour -- Torsional capacity prediction -- Parametric analysis; Steel, Structural -- Periodicals; Building, Iron and steel -- Periodicals; Acier de construction -- Périodiques; Construction métallique -- Périodiques; 624.1821
• DOI: 10.1016/j.jcsr.2020.106320
• Languages: English
• ISSNs: 0143-974X

Abstract

Abstract: The concrete-filled steel tube (CFST) column circumferentially confined by carbon fibre reinforced polymer (CFRP), i.e. CFRP-CFST column, is a promising structural member in engineering practice. In this paper, the torsional capacity of CFRP-CFST columns was investigated by means of finite element (FE) simulation and theoretical derivation. Comprehensive FE models were established considering suitable material constitutive laws and interface relationships, which were then verified by experiment results. Besides, parametric analysis was conducted to reveal the geometrical and material parameters' effects on the torsional capacity of CFRP-CFST columns. The results show that the yield strength, the thickness, and the outer diameter of the steel tube are the most influential factors, and the number of CFRP layers also affects the torsional capacity considerably. Meanwhile, the comparison between the CFRP-CFST and CFST column indicates that the confinement effect provided by the CFRP can enhance the torsional capacity. Finally, equations for calculating the torsional capacity of the CFRP-CFST column were proposed and proved to be accurate through comparison with the test data. Graphical abstract: Unlabelled Image Highlights: Comprehensive finite element models were established and verified by test data. Parametric study on torsional behaviour of CFRP-CFST columns was conducted. Torsional capacity was compared between CFRP-CFST columns and CFST columns. Formula for predicting the torsional capacity was proposed and verified.