Influence of environment on reinforcement corrosion in concrete
| Project/Area Number |
24760347
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Multi-year Fund |
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| Research Field |
Civil engineering materials/Construction/Construction management
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| Research Institution | Kyoto University |
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Principal Investigator |
SATOSHI TAKAYA 京都大学, 工学(系)研究科(研究院), 助教 (40554209)
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| Project Period (FY) |
2012-04-01 – 2015-03-31
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| Project Status |
Completed (Fiscal Year 2014)
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| Budget Amount *help |
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2013: ¥2,340,000 (Direct Cost: ¥1,800,000、Indirect Cost: ¥540,000)
Fiscal Year 2012: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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| Keywords | 鉄筋腐食 / 腐食生成物 / 体積膨張倍率 / ひび割れ / 腐食ひび割れ / コンクリート |
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| Outline of Final Research Achievements |
Sometimes cracks are used as an index of deterioration grade. For this reason, crack opening weight loss or relationship between crack width and weight loss have been studied by many researchers. Recently, however, it is reported that not only cover thickness or bar diameter which have been thought to be main factor for crack opening but also corrosion products may have large influence. However, formation process of corrosion products in concrete is still unclear and it is difficult to predict corrosion products formed in concrete constructed in various environment.
Then in this study, in order to arrange formation process of steel corrosion products in concrete, XRD analysis of steel corrosion products formed under various corrosion environment was carried out. Additionally, influence of corrosion products on relationship between crack width and corrosion weight loss was investigated.
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Report
(4 results)
Research Products
(6 results)
