Construction of comprehensive design formula for evaluating shear resistance of perfobond strip
| Project/Area Number |
22560472
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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 |
Structural engineering/Earthquake engineering/Maintenance management engineering
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| Research Institution | Utsunomiya University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
SUZUKI Yasuo 宇都宮大学, 大学院・工学研究科, 助教 (50431698)
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| Project Period (FY) |
2010 – 2012
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| Project Status |
Completed (Fiscal Year 2012)
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| Budget Amount *help |
¥4,160,000 (Direct Cost: ¥3,200,000、Indirect Cost: ¥960,000)
Fiscal Year 2012: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2011: ¥910,000 (Direct Cost: ¥700,000、Indirect Cost: ¥210,000)
Fiscal Year 2010: ¥1,820,000 (Direct Cost: ¥1,400,000、Indirect Cost: ¥420,000)
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| Keywords | 孔あき鋼板ジベル / せん断耐力評価式 / 押抜き試験 / 土木工学 / 構造工学 / 貫通鉄筋 / コンクリートブロック / 強度評価式 / せん断力-ずれ変位関係 |
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| Research Abstract |
In this research, I investigated experimentally the mechanism of the perfobond strip with or without the penetrating reinforcement in case of resisting the shear force in detail by using the original push-out specimen. I also clarified the shear force distribution of the perfobond strips which are arranged longitudinally along the steel plate. Furthermore, the design formula is proposed for evaluating the shear resistance of the perfobond strip taking into account the proportion of the concreteblock as well as the perforation size and the concrete compressive strength.
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Report
(4 results)
Research Products
(25 results)
