Chloride-Induced Corrosion of Steel in Cracked OPC and PPC Concretes: Experimental Study
The corrosion behavior of steel in cracked ordinary portland cement (OPC) and portland pozzolana cement (PPC) concretes when exposed to a chloride-rich environment is presented here. Three water-to-cement (w/c) ratios, and precrack widths of 0.2 and 0.4 mm were studied. A simple U-shaped specimen wi...
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Veröffentlicht in: | Journal of materials in civil engineering 2011-07, Vol.23 (7), p.1057-1066 |
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Sprache: | eng |
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