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- W2071088943 abstract "It has been recognized that the quantitative performance evaluation of corroded reinforced concrete (RC) structures could aid in developing effective repair strategies. However, the current performance evaluation only focuses on the ultimate strengths criteria and do not consider the serviceability requirements. To consider both criteria and to facilitate the analysis, an analytical procedure is proposed for predicting the load-deflection behavior of intact and corroded RC beams. The corrosion effects considered here include the effects of corrosion on the area and yielding strength of the rebars, and the bond stress-slip behavior at the steel-concrete interface. The proposed procedure is then utilized to evaluate the time-dependent reliability of an RC beam with and without repair in terms of flexural strength and deflection performances. The effects of relative humidity and mixture design are also studied." @default.
- W2071088943 created "2016-06-24" @default.
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- W2071088943 date "2015-04-17" @default.
- W2071088943 modified "2023-09-23" @default.
- W2071088943 title "Time-Dependent Reliability Analysis on the Flexural Behavior of Corroded RC Beams before and after Repairing" @default.
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- W2071088943 doi "https://doi.org/10.1061/9780784479117.126" @default.
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