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- W579864422 abstract "This paper presents a probabilistic approach to predicting the chloride contamination of concrete and reinforcing steel corrosion and takes into account the uncertainty associated with eh analytical models of chloride transport, corrosion initiation as well as damage accumulation, material properties, structural dimensions and applied environmental and mechanical loads. The proposed approach is illustrated on an aging reinforced concrete bridge deck that has been exposed to chlorides from deicing salts for forty years. An extensive non-destructive and destructive evaluation of the corrosion-damaged deck was undertaken. The field survey data showed a considerable level of variability in all parameters measured with coefficients of variation ranging from 34% for the concrete cover depth to 86% for the diffusion coefficient. The distributions of the chloride concentration at the level of top reinforcement mat and the time of its corrosion initiation were generated using Monte Carlo Simulation. The simulated results were very close to the field data which illustrates the prediction capabilities of probabilistic methods as opposed to deterministic methods." @default.
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- W579864422 date "2003-11-01" @default.
- W579864422 modified "2023-09-27" @default.
- W579864422 title "RELIABILITY-BASED PREDICTION OF CHLORIDE INGRESS AND REINFORCEMENT CORROSION OF AGING CONCRETE BRIDGE DECKS. IN: LIFE-CYCLE PERFORMANCE OF DETERIORATING STRUCTURES" @default.
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