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J-GLOBAL ID:202102230405882375   Reference number:21A0426397

Evaluation of Corrosion Progress for Reinforcing Steel Inside Concrete After Crack Initiation or After Crack Repair Using AC Impedance Method

交流インピーダンス法を用いたひび割れ発生後および補修後の鉄筋コンクリートに対する腐食進行評価
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Material:
Volume: 69  Issue: 12  Page: 921-928(J-STAGE)  Publication year: 2020 
JST Material Number: F0385A  ISSN: 0514-5163  CODEN: ZARYA  Document type: Article
Article type: 原著論文  Country of issue: Japan (JPN)  Language: JAPANESE (JA)
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All keywords is available on JDreamIII(charged).
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Concrete structures  ,  Corrosion 
Reference (17):
  • 1) Japan Society of Civil Engineers, “Standard specifications for concrete structures-2018, Maintenance” JSCE Guidelines for Concrete (2018).
  • 2) Japan Society of Civil Engineering “Corrosive evaluation and prevention of corrosion technology research subcommittee (338 Committee) committee's report”, (2009).
  • 3) T. Matsumura, T. Kanazu and T. Nishiuchi, “An evaluation method for corroding of reinforcement in concrete structure located in seashore atmosphere”, Journal of JSCE, Vol.45, No.634, pp.303-314 (1999).
  • 4) S. Tottori and T. Miyagawa, “Deterioration prediction of concrete structures concerning rebar corrosion due to initially-induced chlorides”, Journal of JSCE, Vol.66, No.781, pp.157-170 (2005).
  • 5) K. Matsuda, M. Yokota, H. Nakagawa and M. Matsushima, “Prediction of progress of reinforcement corrosion embedded in concrete structures by experimental chloride attack based on exposure test”, Journal of JSCE, Vol.70, No.3, pp.289-300 (2014).
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