| Project/Area Number |
23560677
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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 | Kagoshima 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 |
¥2,210,000 (Direct Cost: ¥1,700,000、Indirect Cost: ¥510,000)
Fiscal Year 2013: ¥390,000 (Direct Cost: ¥300,000、Indirect Cost: ¥90,000)
Fiscal Year 2012: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2011: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
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| Keywords | ポテンシャル流体と容器 / 大変形場の連成問題 / 円筒タンクの非線形振動応答 / 分数調波振動の分岐 / 1/2分数調波振動応答 / 1/3分数調波振動応答 / 和型の分数調波振動応答 / 円筒タンクの動座屈応答 / 円筒タンク / 非線形振動応答 / 分数調波振動応答 / 流体と容器 / タンクの非線形振動応答 / 流体と容器の連成問題 |
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| Research Abstract |
It is reported that response of liquid-filled tank on a shaking table showed some vibration response that was contradiction to expectation of elementary tank vibration. Then, author has been studying to analyze the response that might be caused by dynamic geometric nonlinear behavior, and sowed a Lagrangian function that governed the interactive behavior between a potential fluid and elastic container in large deformations. Applying finite element methods to functional, a new formulation and a deriving a discretizing method are shown in the research. Numerical analyses of the nonlinear vibration response are carried out, the advantages of the procedure is demonstrated.
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