A novel seawater and sea sand concrete filled FRP-carbon steel composite tube column: Concept and behaviour

被引：180

作者：

Zhang Y. ^{[1
]}

Wei Y. ^{[1
]}

Bai J. ^{[1
]}

Wu G. ^{[2
]}

Dong Z. ^{[2
]}

机构：

[1] College of Civil Engineering, Nanjing Forestry University, Nanjing

[2] Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing

来源：

Composite Structures | 2021年 / 246卷

基金：

中国国家自然科学基金;

关键词：

Axial compression performance; Concrete-filled carbon steel tube; FRP (fibre reinforced polymer); Seawater and sea sand concrete;

D O I：

10.1016/j.compstruct.2020.112421

中图分类号：

学科分类号：

摘要：

A novel type of seawater and sea sand concrete (SSC)-filled FRP-carbon steel composite tube (SFSCT) column composed of FRP-carbon steel composite tubes and core-filled SSC is proposed. The FRP carbon steel composite tube is made by wrapping FRP sheets around the inner and outer walls of steel tubes to isolate the transport of chloride ions from the external corrosive environment and the internal SSC, respectively. A total of 36 SFSCT columns were tested under axial compression to investigate the axial compressive performance. The test parameters include the FRP thickness, FRP type and steel tube thickness. The test results show that internal FRPs and external FRPs can work together and effectively improve the bearing and deformation capacities of the structure under axial compression. Compared with concrete-filled steel tube (CFST) columns, with different numbers of FRP wrapping layers, the strength of the SFSCT columns can be increased by 11.7–66.5%. The confinement effect of CFRP is better than that of BFRP. Compared with the steel tube thickness, the FRP type and FRP thickness have a more significant influence on the stress-strain behaviour of SFSCT columns. © 2020 Elsevier Ltd

引用

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