| Project/Area Number |
20760297
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| Research Category |
Grant-in-Aid for Young Scientists (B)
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| Allocation Type | Single-year Grants |
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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 |
SUZUKI Yasuo Utsunomiya University, 大学院・工学研究科, 助教 (50431698)
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| Project Period (FY) |
2008 – 2009
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| Project Status |
Completed (Fiscal Year 2009)
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| Budget Amount *help |
¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2009: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2008: ¥2,990,000 (Direct Cost: ¥2,300,000、Indirect Cost: ¥690,000)
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| Keywords | 鋼構造 / 接合 / 連結 / 継手 / 引張ボルト / フィラー / てこ反力 / 接触力 / 構造工学 / 高力ボルト引張接合 / 可撓性フィラー / シール / 接触圧力 |
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| Research Abstract |
In this study, the influence of the deformable filler plate on the mechanical behavior of the split tee joints is mainly discussed based on the experimental and analytical results. The research results may be summarized as follows. In the case with thin tee flange plates, by installing the deformable filler plate which consists of rubber and steel rings between the contact surfaces, the strength of the joint decrease though the deformation capacity is improved. On the other hand, in the case with thick tee flange plates, by installing the deformable filler plate, the strength and the deformation capacity is improved.
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