Evaluation of deterioration progress(propagation stage, acceleration stage, deterioration stage) and load bearing capacity of RC member in cold climate
| Project/Area Number |
20560434
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Civil engineering materials/Construction/Construction management
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| Research Institution | Hachinohe Institute of Technology |
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Principal Investigator |
ABA Minoru 八戸工業大学, 大学院・工学研究科, 准教授 (10295959)
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| Co-Investigator(Kenkyū-buntansha) |
SHOYA Masami 八戸工業大学, 大学院・工学研究科, 教授 (80006684)
TSUKINAGA Yoichi 八戸工業大学, 大学院・工学研究科, 教授 (60124898)
CHEN Peishan 八戸工業大学, 大学院・工学研究科, 教授 (90438432)
SAKOI Yuki 八戸工業大学, 大学院・工学研究科, 講師 (30453294)
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| Project Period (FY) |
2008 – 2011
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| Project Status |
Completed (Fiscal Year 2011)
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| Budget Amount *help |
¥4,290,000 (Direct Cost: ¥3,300,000、Indirect Cost: ¥990,000)
Fiscal Year 2011: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2010: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2009: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2008: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
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| Keywords | コンクリート / 維持管理 / 凍害 / 塩害 / 材料劣化 / 構造性能 |
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| Research Abstract |
The purpose of this study is to evaluate the deterioration progress(propagation stage, acceleration stage, deterioration stage) and the load bearing capacity of RC member in cold climate. In this study, it is confirmed that the influence of freezing and thawing action on chloride penetration into concrete. The degradation curve of flexural capacity for RC member under composite deterioration as frost attack and steel corrosion induced by chloride attack is indicated with experimental studies.
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Report
(6 results)
Research Products
(46 results)
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[Presentation] 萬世橋の耐久性調査2012
Author(s)
市川達朗, 渡辺浩平, 迫井裕樹, 阿波稔
Organizer
土木学会東北支部技術研究発表会
Place of Presentation
秋田大学
Year and Date
2012-03-03
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