1. The impact of freeze-thaw cycles on compressive behavior of square CFST stub columns.
- Author
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He, Kang, He, Yaohui, Liu, Wenhao, and Chen, Yu
- Subjects
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CONCRETE-filled tubes , *COLUMNS , *FREEZE-thaw cycles , *FAILURE mode & effects analysis , *STEEL tubes , *CIVIL engineering - Abstract
Concrete-filled steel tubes (CFSTs) have become increasingly popular in civil engineering due to their combined benefits of steel and concrete. However, the adverse effects of freeze-thaw cycles on structural performance in colder climates have raised concerns about the long-term durability of CFST structures in these regions. This study investigates the axial compression behavior of square CFST stub columns after exposure to freeze-thaw cycles. The paper thoroughly reviews the impact of freeze-thaw cycles on CFST structures. Additionally, it proposes a freeze-thaw cycle test and an axial compression performance test for 54 square CFST stub columns, considering three parameters: the number of freeze-thaw cycles, the compressive strength of the concrete, and the wall thickness of the steel tube. The analysis focuses on the failure mode, load-deformation relationship, load-strain relationship, ultimate bearing capacity, and initial compressive stiffness of the specimens, all correlated with the effects of freeze-thaw cycles. Finally, the accuracy of AISC 360–16 and EC4 specifications in predicting the ultimate bearing capacity of square CFST stub columns subjected to freeze-thaw cycles is evaluated. • The bearing capacity of specimens decreased by over 30% after undergoing freeze-thaw cycles. • The adverse effect of freeze-thaw cycles on strength intensifies progressively with an increasing number of cycles. • The variation in ductility of specimens after freeze-thaw cycles is less than 10%. • Both AISC 360–16 and EC4 provide conservative predictions of the ultimate bearing capacity. [ABSTRACT FROM AUTHOR]
- Published
- 2024
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