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- W4310607585 abstract "Introduction: It is very important to accurately predict the shrinkage of reinforced concrete specimens to ensure structural safety. Methods: In this study, a total of 36 reinforced concrete specimens were used with a size of 150mm×150mm×450mm to examine concrete strength grades and longitudinal reinforcement ratios on the shrinkage of reinforced concrete specimens using shrinkage tests. Results: The results showed that the concrete strength increased from 35MPa to 58.2MPa, and the shrinkage rate of concrete decreased by about 30%. The ratio of reinforcement increased from 0 to 2.01%, and the shrinkage rate of concrete decreased by about 40%. Conclusion: The experimental results were compared with existing shrinkage models of reinforced concrete, and a modified shrinkage calculation model of reinforced concrete was proposed." @default.
- W4310607585 created "2022-12-12" @default.
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- W4310607585 date "2022-12-30" @default.
- W4310607585 modified "2023-10-18" @default.
- W4310607585 title "Research on Shrinkage and Shrinkage Models of Reinforced Concrete Specimens" @default.
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- W4310607585 doi "https://doi.org/10.2174/18741495-v16-e221103-2022-37" @default.
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