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Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete
Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a reinforced structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORM/SORM-analysis ; Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a 1reinforced concrete structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORMISORM-analysis.
Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete
Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a reinforced structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORM/SORM-analysis ; Corrosion of the reinforcement in concrete structures can lead to a substantial decrease of the load-bearing capacity. One mode of corrosion initiation is when the chloride content around the reinforcement exceeds a threshold value. In the present paper a statistical model is developed by which the chloride content in a 1reinforced concrete structure can be predicted. The model parameters are estimated on the basis of measurements. The distribution of the time to initiation of corrosion is estimated by FORMISORM-analysis.
Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete
Engelund, Svend (Autor:in) / Sørensen, John Dalsgaard (Autor:in)
01.01.1996
Engelund , S & Sørensen , J D 1996 , Stochastic Models for Chloride-Initiated Corrosion in Reinforced Concrete . Structural Reliability Theory , no. 161 , vol. R9608 , Dept. of Building Technology and Structural Engineering , Aalborg .
Buch
Elektronische Ressource
Englisch
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