| Project/Area Number |
15560498
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| Research Category |
Grant-in-Aid for Scientific Research (C)
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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 | TOKAI UNIVERSITY |
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Principal Investigator |
MASHITA KAZUHIKO TOKAI UNIVERSITY, SCHOOL OF ENGINEERING, PROFESSOR, 工学部, 教授 (80096263)
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| Project Period (FY) |
2003 – 2006
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| Project Status |
Completed (Fiscal Year 2006)
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| Budget Amount *help |
¥3,600,000 (Direct Cost: ¥3,600,000)
Fiscal Year 2006: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 2005: ¥400,000 (Direct Cost: ¥400,000)
Fiscal Year 2004: ¥700,000 (Direct Cost: ¥700,000)
Fiscal Year 2003: ¥2,000,000 (Direct Cost: ¥2,000,000)
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| Keywords | Concrete Shell / Carbon Fiber Reinforced / Fractural Experiment / Ultimate Strength / Cracking Pattern / Nonlinear Analysis / Cylindrical Shell / Thickness Fluctuation / 炭素繊椎補強 |
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| Research Abstract |
The main purpose of this study is to investigate, both experimentally and theoretically, the strength of concrete cylindrical shells with composite carbon fiber reinforcement under concentrated load. It is defined in this study that composite carbon fiber reinforcement consists of carbon fiber chips and carbon fiber sheets. The chips and the sheets could improve the tensile strength of a concrete shell in its internal and external regions, respectively. An experimental study was conducted on concrete shells reinforced with composite carbon fiber under concentrated load. A theoretical study was conducted by material and geometrical nonlinear finite element analyses including tension cutoff and tension stiffening effects. The ultimate strength of the shell with composite carbon fiber reinforcement was discussed on the basis of the results of the fracture experiments and nonlinear analyses.
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