Research progress in durability of fiber⁃reinforced⁃polymer⁃confined concrete columns

doi:10.19491/j.issn.1001-9278.2023.02.017

Abstract

Abstract:

In this paper， the durability of fiber⁃reinforced⁃polymer （FRP）⁃confined concrete columns was analyzed in seve⁃ral aspects including different corrosion environments， temperatures， and action modes. The retention rate of compressive strength of FRP⁃confined concrete columns was fitted under different factors， and the effect of the different factors on the mechanical properties of FRP⁃confined concrete columns was discussed. This paper can provide a reference for the subsequent durability research and practical applications of FRP⁃confined concrete columns.

Key words: fiber reinforced polymer, confined concrete column, durability

CLC Number:

TQ317

JIN Qingping, LIU Yundie. Research progress in durability of fiber⁃reinforced⁃polymer⁃confined concrete columns[J]. China Plastics, 2023, 37(2): 121-128.

Figures/Tables 9

Fig.1. Axial stress⁃strain relationship of unrestrained concrete columns and FRP confined concrete columns

Fig.2. Degradation mechanism of FRP materials under action of salt corrosion solution［3， 32］

Fig.3. Retention of compressive strength of GFRP confined concrete column in acid and alkali corrosion solution［34⁃35］

Fig.4. SEM images of GFRP material under action of alkali solution［36］

Fig.5. Concrete deterioration mechanism under high temperature

Fig.6. Effect of high temperature on retention of compressive strength of FRP confined concrete columns

Fig.7. Action mechanism of low temperature on concrete［63］

Fig.8. Schematic diagram of hydrostatic model［63， 66］

Fig.9. Erosion area and process of FRP confined concrete column under dry wet cycle

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