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• W1998022346 abstract "In this study, a reliability-based method for predicting the initiation time of reinforced concrete bridge beams with load-induced cracks exposed to de-icing salts is presented. A practical model for predicting the diffusion coefficient of chloride ingress into load-induced cracked concrete is proposed. Probabilistic information about uncertainties related to the surface chloride content and the threshold chloride concentration has been estimated from a wide review of previous experimental or statistical studies. Probabilistic analysis to estimate the time to corrosion initiation with/without considering the effect of the load-induced cracks on the chloride ingress into concrete has been carried out. Results of the analysis demonstrate the importance of considering the effect of the load-induced cracks for correct prediction of corrosion initiation in RC bridge beams exposed to chlorides." @default.
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• W1998022346 date "2011-03-01" @default.
• W1998022346 modified "2023-10-18" @default.
• W1998022346 title "Probabilistic evaluation of initiation time in RC bridge beams with load-induced cracks exposed to de-icing salts" @default.
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• W1998022346 doi "https://doi.org/10.1016/j.cemconres.2010.12.003" @default.
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