| Project/Area Number |
09650083
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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 |
Materials/Mechanics of materials
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| Research Institution | Muroran Institute of Technology |
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Principal Investigator |
DAIMARUYA Masashi Muroran Institute of Technology, Dept.of Engineering, Professor, 工学部, 教授 (40002018)
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| Co-Investigator(Kenkyū-buntansha) |
KOBAYASHI Hidetoshi Muroran Institute of Technology, Dept.of Engineering, Asociate Professor, 工学部, 助教授 (10205479)
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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 |
¥3,300,000 (Direct Cost: ¥3,300,000)
Fiscal Year 1998: ¥1,400,000 (Direct Cost: ¥1,400,000)
Fiscal Year 1997: ¥1,900,000 (Direct Cost: ¥1,900,000)
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| Keywords | Impact strength / Impact breaking / Impact tensile strength / Concrete / Stress Waves / Reflected tensile stress waves / Cumulative fracture probability / コンクリート / 引張り応力波の集中 / 破壊確率 |
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| Research Abstract |
(1) A newly developed measuring method for impact tensile strength of concrete has been proposed. The measurement method is based on the superposition and concentration of tensile stress waves reflected both from the free ends of a striking bar and a specimen bar. The impact tensile experiment is conducted by means of an air gun arrangement and a stress-bar technique. The setup consists of a striking bar shot out from an air gun and an input bar colliding collinearly with the striking bar on its one end. Another end of the input bar is in tight contact with one end of a specimen bar.
(2) The measuring theory and the impact breaking behavior of concrete specimens were discussed on the base of the simple theory of stress waves propagated in a bar. They were verified by not only the experimental measurement but also the numerical simulation in axsymmertrical two demensional analysis using FEM code MARC.Reasonable agreements between the experimental measurement and calculated results were obtained.
(3) The impact tensile experiment of some kinds of concrete specimens was performed, together with static strength tests such as direct tension, splitting tension, bending, and compression tests. The breaking position in a concrete specimen bar almost corresponded to the predicted position at which tensile stress concentration was initiated. It was found from the statistical analyses of the experimental data that the impact tensile strength of concretes was significantly influenced by loading-rates, and was found to be more than twice the static value.
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