Evaluation method of post-repair performance of corrosion-damaged steel pipe piles by patch plate repair
| Project/Area Number |
23760422
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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 |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Nagoya University |
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Principal Investigator |
KITANE Yasuo 名古屋大学, 工学(系)研究科(研究院), 准教授 (10444415)
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| Project Period (FY) |
2011 – 2012
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| Project Status |
Completed (Fiscal Year 2013)
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| Budget Amount *help |
¥4,420,000 (Direct Cost: ¥3,400,000、Indirect Cost: ¥1,020,000)
Fiscal Year 2012: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
Fiscal Year 2011: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
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| Keywords | 鋼管杭 / 腐食損傷 / 性能回復 / 補修 / CFRP / 接着 / 添接板 |
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| Research Abstract |
This study investigates the effect of surface roughness on repair performance of steel patch plate repair and CFRP bonding repair for corroded steel pipe piles by numerical analysis. Load carrying capacity of corrosion-damaged pipe piles varies depending on surface roughness characteristics even though the average thickness is the same. However, the variation of load carrying capacity due to surface roughness is less after those piles are repaired. As for CFRP bonding repair, surface roughness at the thickness-reduced portion will lead to increased stress, resulting in a larger required thickness of CFRP than the case without the surface roughness.
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Report
(4 results)
Research Products
(14 results)
