| Project/Area Number |
09450204
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 一般 |
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| Research Field |
Building structures/materials
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| Research Institution | Nagoya University |
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Principal Investigator |
TANIGAWA Yasuo Nagoya Univ., Graduate School of Eng., Professor, 工学研究科, 教授 (70023182)
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| Co-Investigator(Kenkyū-buntansha) |
HATANAKA Shigemitsu Mie Univ., Faculty of Eng., Professor, 工学部, 教授 (00183088)
KUROKAWA Yoshiyuki Nagoya Univ., Graduate School of Eng., Research Assoc., 工学研究科, 助手 (50242839)
MORI Hiroshi Nagoya Univ., Graduate School of Eng., Assoc.Professor, 工学研究科, 助教授 (80157867)
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| Project Period (FY) |
1997 – 1998
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| Project Status |
Completed (Fiscal Year 1998)
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| Budget Amount *help |
¥14,100,000 (Direct Cost: ¥14,100,000)
Fiscal Year 1998: ¥3,600,000 (Direct Cost: ¥3,600,000)
Fiscal Year 1997: ¥10,500,000 (Direct Cost: ¥10,500,000)
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| Keywords | Failure Analysis / Constitutive Law / Elasto-visco-plastic Suspension Element Method / Frictional Yielding / Repetitive Loading / Large Deformation Analysis / Plasticity / Simulation |
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| Research Abstract |
The results obtained in this research are summarized as follows :
1. The elasto-visco-plastic suspension element method for the fracture analysis was developed. Non-linear yield function was adopted, and repetitive loading was considered.
2. The input data are fixed by fundamental experiments with two dimensional model specimen.
3. The stress-strain curves of two dimensional concrete specimens under high-speed repetitive loading were simulated and discussed under various conditions of loading speed, shape and size of specimen, and position of coarse aggregate.
4. The multi-axial loading tests were simulated.
5. The analytical method was expanded in order to simulate the experimental results.
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