Study on blast-resistant reinforcement of RC member
| Project/Area Number |
23560675
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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 |
Building structures/materials
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| Research Institution | Kumamoto University |
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Principal Investigator |
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| Project Period (FY) |
2011 – 2013
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| Project Status |
Completed (Fiscal Year 2013)
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| Budget Amount *help |
¥4,680,000 (Direct Cost: ¥3,600,000、Indirect Cost: ¥1,080,000)
Fiscal Year 2013: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Fiscal Year 2012: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2011: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
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| Keywords | 耐爆補強 / 鉄筋コンクリート部材 / 接触爆発試験 / 繊維補強コンクリート / 連続繊維補強材 / 連続繊維シート / 修正換算コンクリート厚さ / シート破断エネルギー |
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| Research Abstract |
Experimental and analytical investigations were conducted regarding blast resistance of various composite PEFRC slabs and RC slabs with continuous fiber sheet strengthened. As a result, it was shown that a void slab and a hollow block of PEFRC combined with rapid construction have better blast resistance and reinforcement quantity of the sheet necessary for preventing spall failure of RC slabs can be estimated based on rupture energy of the sheet and modified-scaled concrete thickness of the slab.
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Report
(4 results)
Research Products
(18 results)
