Internal stress and shear strength of reinforced concrete members failing in diagonal tension
| Project/Area Number |
16K14342
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| Research Category |
Grant-in-Aid for Challenging Exploratory Research
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| Allocation Type | Multi-year Fund |
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| Research Field |
Building structures/Materials
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| Research Institution | Hiroshima University |
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Principal Investigator |
HIBINO Yo 広島大学, 工学研究科, 准教授 (50456703)
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| Project Period (FY) |
2016-04-01 – 2018-03-31
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| Project Status |
Completed (Fiscal Year 2017)
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| Budget Amount *help |
¥3,640,000 (Direct Cost: ¥2,800,000、Indirect Cost: ¥840,000)
Fiscal Year 2017: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2016: ¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
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| Keywords | せん断耐力 / 破壊性状 / ひび割れ / 高強度材料 / 損傷度 / せん断強度 / 内部応力度 / 破壊形式 / 高強度鉄筋 / 鉄筋コンクリート構造 / 軸力比 / せん断破壊 / モールの応力円 / コンクリート圧縮強度 / 建築構造・材料 / 耐震 |
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| Outline of Final Research Achievements |
In this study, experimental tests were conducted to evaluate shear strength of reinforced concrete members. By the experimental tests, following conclusions were obtained. Shear failure mode of reinforced concrete members failing in diagonal tension can be estimated with axial and shear stresses. Shear strength of a reinforced concrete column which was constructed with real scale was underestimated by conventional strength formula, and damage evaluation method provided by JBDPA underestimated the damage of the members with high-strength materials assumed by absorbed energy during loading.
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Report
(3 results)
Research Products
(9 results)
