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- W591606152 abstract "The performance of stainless steel bars of types 316 and 2215 has been compared to that of mild steel in concrete slabs containing various levels of chloride contamination. Also, stainless steel-carbon steel coupled bars were incorporated in the concrete slabs and their behaviours investigated by measuring their electrochemical properties such as half-cell potential, corrosion rate and current flow between them. The stainless steel bars were used in three configurations: separate from, adjacent to, and connected to mild steel bars. No evidence of corrosion was noted in the separate stainless steel bars incorporated in chloride-contaminated concrete, whereas mild steel bars suffered heavy corrosion under similar conditions. The effects of galvanic current between the two types of steel on the corrosion current density of carbon steel was found to be negligible for low chloride concrete and very small for high chloride concrete. It was concluded that stainless steel can be used to prevent chloride-induced corrosion damage to sensitive parts of reinforced concrete structures and increase their service life." @default.
- W591606152 created "2016-06-24" @default.
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- W591606152 date "2005-01-01" @default.
- W591606152 modified "2023-09-27" @default.
- W591606152 title "Stainless steel reinforcement to increase durability in concrete structures" @default.
- W591606152 hasPublicationYear "2005" @default.
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