| Project/Area Number |
04650516
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| Research Category |
Grant-in-Aid for General Scientific Research (C)
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| Allocation Type | Single-year Grants |
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| Research Field |
Building structures/materials
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| Research Institution | Nagoya Institute of Technology |
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Principal Investigator |
ICHINOSE Toshikatsu Nagoya Institute of Technology, Dept.of Architecture and Civil Engineering, Associate Professor, 工学部・社会開発工学科, 助教授 (10151474)
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| Project Period (FY) |
1992 – 1993
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| Project Status |
Completed (Fiscal Year 1993)
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| Budget Amount *help |
¥1,700,000 (Direct Cost: ¥1,700,000)
Fiscal Year 1993: ¥600,000 (Direct Cost: ¥600,000)
Fiscal Year 1992: ¥1,100,000 (Direct Cost: ¥1,100,000)
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| Keywords | Reinforced concrete / Member / Bond-splitting / Strength / Deformation / Plastic theory / Fracture mechanics / 高強度コンクリート / 横補強筋 / 中子筋 / 付着割裂強度 / 節の向き |
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| Research Abstract |
We propose a method of splitting bond analyzes of reinforced concrete member based on plastic theory and fracture mechanics. Section of reinforcing bar is modeled into rectangular shape. We consider equilibrium between the increment of external work and that of internal work. We evaluate the increment of internal work in front of ribs using plastic theory. And the increment of internal work in splitting consists of the increase of internal work by concrete and that by lateral reinforcement. We use fracture mechanics for the purpose of calculating the increase of internal work by concrete. Analytical results are compared with experiments.
The conclusions are as follow. Concerning the relation between bond stress and slip, the analyzes agreed with the experiments. The bigger the lateral reinforcement ratio, the smaller the angle between bar axis and failure surface in front of ribs. The analyzes overestimated the stress of lateral reinforcement, which should resolved by future research.
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