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What is Service Life Prediction of RC Bridges about?
The document discusses methods for predicting the service life of existing reinforced concrete bridges and viaducts based on time-dependent reliability modeling of steel corrosion in concrete structures. It presents a model that divides the corrosion process into initiation, depassivation, and propagation times. Methods are described for calculating these times and predicting the rust-expansion-crack service life. The approach is demonstrated on two bridges in Taipei.
- Author
- structure123
- Language
- EN