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- W631987140 abstract "Serviceability limit states (cracking, spalling) are more appropriate when optimising durability requirements or inspection, maintenance and repair/replacement strategies. A structural deterioration life-cycle reliability model was used to calculate probabilities of cracking and spalling for typical reinforced concrete bridge decks. A life-cycle cost analysis was then used to optimise cover, water-cement ratio and replacement strategy, for a typical RC bridge deck subject to chloride contamination from de-icing salts. This illustrative example considered various discount rates and service lives, and found for instance, that reducing the cover from that currently specified for design results in a significant increase in life-cycle costs for highly aggressive environments. (A) For the covering abstract see ITRD E121600." @default.
- W631987140 created "2016-06-24" @default.
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- W631987140 date "2001-01-01" @default.
- W631987140 modified "2023-09-26" @default.
- W631987140 title "SPALLING RISKS, DURABILITY AND LIFE-CYCLE COSTS FOR RC STRUCTURES" @default.
- W631987140 hasPublicationYear "2001" @default.
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