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- W3177685106 endingPage "112733" @default.
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- W3177685106 abstract "The hybrid utilization of seawater sea-sand concrete (SWSSC) and fiber-reinforced polymer (FRP) composites to create innovative structures show promising application prospects in marine infrastructure construction, as it achieves steel corrosion elimination and use of available local materials. A potential combination of SWSSC and FRP is FRP-reinforced SWSSC columns. The rectangular or square stirrups provide inefficient confinement to the in-filled concrete compared to circular spirals, which limits practical applications of FRP-reinforced SWSSC square columns. The interlocking multi-spiral configuration may be a viable option, including a large circular spiral interlocking with four small spirals at column corners. In this study, the axial compressive performance of square SWSSC columns reinforced with glass FRP interlocking multi-spirals is investigated. Main variables are FRP transverse reinforcement configurations, spacings, and corner spiral sizes of interlocking multi-spirals. Test results confirmed that corner spirals provided additional confinement to the central spiral and longitudinal reinforcement, and decreases in spacings and corner spiral sizes effectively improved the post-peak compressive behavior. Moreover, comparisons between FRP transverse reinforcements indicated that interlocking multi-spirals enabled columns to exhibit better deformability than stirrups with identical amounts. A modified theoretical model was developed based on section analyses, which provided reasonably accurate predictions of test results." @default.
- W3177685106 created "2021-07-19" @default.
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- W3177685106 date "2021-10-01" @default.
- W3177685106 modified "2023-10-04" @default.
- W3177685106 title "FRP interlocking multi-spiral reinforced square concrete columns: A promising compression application for marine engineering" @default.
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- W3177685106 doi "https://doi.org/10.1016/j.engstruct.2021.112733" @default.
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