| Project/Area Number |
26420451
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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| Allocation Type | Multi-year Fund |
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| Section | 一般 |
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| Research Field |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Muroran Institute of Technology |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
小室 雅人 室蘭工業大学, 工学研究科, 准教授 (10270183)
岸 徳光 釧路工業高等専門学校, その他, 校長 (30153076)
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| Project Period (FY) |
2014-04-01 – 2017-03-31
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| Project Status |
Completed (Fiscal Year 2016)
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| Budget Amount *help |
¥5,070,000 (Direct Cost: ¥3,900,000、Indirect Cost: ¥1,170,000)
Fiscal Year 2016: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2015: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2014: ¥2,340,000 (Direct Cost: ¥1,800,000、Indirect Cost: ¥540,000)
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| Keywords | RC 梁 / FRP シート / 衝撃載荷実験 / 損傷載荷レベル / 入力エネルギー / 耐衝撃性 / 応答変位 / 扁平RC 梁 / 損傷度 / AFRP シート / 衝撃荷重による損傷 / 衝撃荷重載荷実験 / 曲げ補強 / 緩衝材 / RC梁 / PFRP シート |
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| Outline of Final Research Achievements |
To establish the upgrading method of impact resistant capacity for damaged RC member due to impact loading, falling-weight impact loading tests for flat RC beams strengthened with Fiber Reinforced Polymer (FRP) sheet bonding method were conducted taking with/without cushion layer, with/without FRP sheet bonding, damage level before strengthening as variables. From these experiments, the following results were obtained: 1) impact resistant capacity of the flat RC beams damaged due to impact loading can be upgraded applying an AFRP sheet bonding method; and 2) the maximum deflection of RC beam can be linearly increased corresponding to an increment of input impact energy, irrespective of with/without cushion layer and with/without applying AFRP sheet bonding.
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