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- W1996666907 abstract "According to the results obtained, the ambient temperature and the steel material of concrete reinforcement represent significant factors of its corrosion rate and corrosion sensitivity under chloride induced corrosion. It has been found that the increase in ambient temperature up to 40 °C accelerates the corrosion rate significantly. The increase over the value of 40 °C has an opposite effect resulting in the corrosion rate slowing down. The possible causes of the effect are analysed. Three types of steel material, differing in their chemical composition, structure and mechanical properties, showed significantly different corrosion sensitivity. Of the studied steel materials, the steel showing the presence of inclusions and the highest values of yield point and tensile strength and the lowest value of ductility manifested the highest corrosion sensitivity. Therefore, the given characteristics seem to be symptomatic of the level of sensitivity of the material of steel opposite the chloride induced corrosion." @default.
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- W1996666907 date "1997-03-01" @default.
- W1996666907 modified "2023-10-14" @default.
- W1996666907 title "Significance of the ambient temperature and the steel material in the process of concrete reinforcement corrosion" @default.
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- W1996666907 doi "https://doi.org/10.1016/s0950-0618(97)00001-9" @default.
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