| Project/Area Number |
16K14291
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| Research Category |
Grant-in-Aid for Challenging Exploratory Research
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| Allocation Type | Multi-year Fund |
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| Research Field |
Civil engineering materials/Construction/Construction management
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| Research Institution | Osaka University |
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Principal Investigator |
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| Co-Investigator(Kenkyū-buntansha) |
寺澤 広基 大阪大学, 工学研究科, 助教 (50750246)
内田 慎哉 立命館大学, 理工学部, 任期制講師 (70543461)
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| Project Period (FY) |
2016-04-01 – 2018-03-31
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| Project Status |
Completed (Fiscal Year 2017)
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| Budget Amount *help |
¥3,770,000 (Direct Cost: ¥2,900,000、Indirect Cost: ¥870,000)
Fiscal Year 2017: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2016: ¥2,600,000 (Direct Cost: ¥2,000,000、Indirect Cost: ¥600,000)
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| Keywords | コンクリート / 非破壊試験 / 衝撃弾性波法 / 電磁パルス法 / 衝撃弾性波 |
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| Outline of Final Research Achievements |
In this study, in order to evaluate the quality of cover of reinforced concrete, magnetic impacting method was applied to two types of concrete specimen; one is hardened concrete and another is fresh concrete. As a result, a volume of coarse aggregate in hardened concrete per unit volume could be evaluated by focusing on difference of velocity and frequency spectrum of elastic wave. Furthermore, it was confirmed that elastic wave propagated in fresh concrete can be measured with non-contact sensors.
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