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Corrosion Behavior of Steel Fibers in Reactive Powder Concrete with High Volume of Mineral Admixtures 被引量:1
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作者 YANG Haitao LIU Juanhong +2 位作者 XUE Yanpeng ZHOU Yucheng JI Hongguang 《Journal of Wuhan University of Technology(Materials Science)》 SCIE EI CAS 2020年第3期541-550,共10页
The corrosion behavior and the effects of temperature on critical chloride content (Ccrit) of steel fibers in RPC were analyzed by a pH meter, ion chromatography, mercury intrusion porosimetry (MIP), and electrochemic... The corrosion behavior and the effects of temperature on critical chloride content (Ccrit) of steel fibers in RPC were analyzed by a pH meter, ion chromatography, mercury intrusion porosimetry (MIP), and electrochemical techniques. It was found that the suspension pH value, the chloride binding capacity, and the total porosity of RPC were lower than those of high-performance concrete (HPC). The pore structure of RPC mainly consisted of gel pores. The Ccrit values of steel fibers in RPC and HPC at 20 ℃ were 1% and 2%, respectively. When the temperature reached 50 ℃, the Ccrit value of steel fibers in HPC decreased significantly, whereas it remained unchanged in RPC. The corrosion rate of corroded fibers in both RPC and HPC started to decrease with the rise in temperature. 展开更多
关键词 CORROSION steel fibers chloride reactive powder concrete critical chloride content
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