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- W595244893 abstract "In the Yucatan Peninsula there is a pier built in 1937–1941, which used type 304 SS as a rebar material, which so far is in good corrosion performance. During inspections performed between 2003 and 2004, ratification of the existence of type 304 SS smooth bars was established. These bars showed scarce signs of corrosion but mainly at the anchorage hooks. Therefore, the interest of this investigation is on SS 304 and 316 corrosion performance in chloride contaminated concrete and under residual stresses produced by the cold deformation. This performance is compared with the results of straight SS bars without any residual stress. After 270 days of exposure, both SS types rods bent at 180° and chloride concentrations of 2%, presented a slight decrease on its corrosion resistance, suggesting that observed corrosion could be due to the combination of effects (high chloride concentration and residual stresses formed at the hook deformations)." @default.
- W595244893 created "2016-06-24" @default.
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- W595244893 date "2010-07-08" @default.
- W595244893 modified "2023-09-26" @default.
- W595244893 title "Stainless steel performance in chloride contaminated concrete" @default.
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- W595244893 doi "https://doi.org/10.1201/b11817-136" @default.
- W595244893 hasPublicationYear "2010" @default.
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