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材料と環境 Vol. 73 (2024), No. 2

ISIJ International
belloff
オンライン版ISSN: 1881-9664
冊子版ISSN: 0917-0480
発行機関: Japan Society of Corrosion Engineering

Backnumber

  1. Vol. 74 (2025)

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  2. Vol. 73 (2024)

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  3. Vol. 72 (2023)

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  4. Vol. 71 (2022)

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  5. Vol. 70 (2021)

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  6. Vol. 69 (2020)

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  7. Vol. 68 (2019)

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  8. Vol. 67 (2018)

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  9. Vol. 66 (2017)

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  10. Vol. 65 (2016)

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  12. Vol. 63 (2014)

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  15. Vol. 60 (2011)

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  18. Vol. 57 (2008)

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  19. Vol. 56 (2007)

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  20. Vol. 55 (2006)

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  22. Vol. 53 (2004)

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  23. Vol. 52 (2003)

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  24. Vol. 51 (2002)

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  25. Vol. 50 (2001)

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  26. Vol. 49 (2000)

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  27. Vol. 48 (1999)

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  28. Vol. 47 (1998)

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  29. Vol. 46 (1997)

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  30. Vol. 45 (1996)

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  31. Vol. 44 (1995)

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  32. Vol. 43 (1994)

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  33. Vol. 42 (1993)

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  34. Vol. 41 (1992)

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  35. Vol. 40 (1991)

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キーワードランキング

13 Dec. (Last 30 Days)

材料と環境 Vol. 73 (2024), No. 2

耐食性の観点から見た金属部材用Additive Manufacturingの現状とkey point

橋爪 修司

pp. 26-31

DOI:

10.3323/jcorr.73.26

抄録

Recently, careful attention has been paid to additive manufacturing for metallic components. Additive manufacturing will be effective when a small amount of metallic components are necessary in short time. Additive manufacturing equipment for metallic components showed higher cost than that for plastic components. Therefore, cheaper methods have been recently developed. This report will focus to metallic components. Activity for utilize additive manufacturing in oil and gas industry and examination of corrosion performance are reported. Key points of producing superior corrosion resistant alloys metallic components by additive manufacturing will be discussed.

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耐食性の観点から見た金属部材用Additive Manufacturingの現状とkey point

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鉄筋コンクリートマンホールの露筋部近傍の腐食評価

竹内 陽祐, 牧野 良, 玉松 潤一郎

pp. 32-36

DOI:

10.3323/jcorr.73.32

抄録

Reinforced concrete structures are generally repaired when cracks or exposed rebar are detected. However, considering the shortage of maintenance personnel for infrastructure facilities, it becomes necessary to continue monitoring even after rebar exposure and predict the optimal timing for repairs. Therefore, in this study, accelerated tests using simulated rebar exposure specimens and field investigations of actual structures were conducted to evaluate the progress of corrosion after rebar exposure. As a result, it was found that localized deterioration preceded the corrosion in the exposed rebar and that the expansion of the corrosion area was limited.

mendeley

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鉄筋コンクリートマンホールの露筋部近傍の腐食評価

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13 Dec. (Last 30 Days)

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