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- W3092185849 endingPage "120999" @default.
- W3092185849 startingPage "120999" @default.
- W3092185849 abstract "High-cycle fatigue loading combined with chloride exposure was studied with a close investigation of reinforcement ratio (1.06%, 1.59%, 2.91%) and fatigue load level (0.2–0.5). This study conducts both, experimentally and service life modeling based on the Monte-Carlo simulation. Results show that: (1) high-value fatigue loads expedite the chloride ingress of compressive concrete; (2) at the load level of ≥ 0.4, chloride ingress of tensile concrete significantly increases and service life decreases ≥ 93%; (3) although reinforcement ratio of 1.59% decreases the chloride ingress of tensile concrete, varying the reinforcement ratio rarely affects the service life." @default.
- W3092185849 created "2020-10-15" @default.
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- W3092185849 date "2021-01-01" @default.
- W3092185849 modified "2023-10-07" @default.
- W3092185849 title "Impacts of reinforcement ratio and fatigue load level on the chloride ingress and service life estimating of fatigue loaded reinforced concrete (RC) beams" @default.
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- W3092185849 doi "https://doi.org/10.1016/j.conbuildmat.2020.120999" @default.
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