Study on effect of coarse Aggregate to shrinkage of concrete in the drying process
| Project/Area Number |
26420436
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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 |
Civil engineering materials/Construction/Construction management
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| Research Institution | Nagoya Institute of Technology |
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Principal Investigator |
UMEHARA HIDETAKA 名古屋工業大学, 工学(系)研究科(研究院), 教授 (70151933)
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| Co-Investigator(Kenkyū-buntansha) |
吉田 亮 名古屋工業大学, 工学(系)研究科(研究院), 助教 (40548575)
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| Project Period (FY) |
2014-04-01 – 2017-03-31
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| Project Status |
Completed (Fiscal Year 2016)
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| Budget Amount *help |
¥5,070,000 (Direct Cost: ¥3,900,000、Indirect Cost: ¥1,170,000)
Fiscal Year 2016: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Fiscal Year 2015: ¥1,040,000 (Direct Cost: ¥800,000、Indirect Cost: ¥240,000)
Fiscal Year 2014: ¥2,860,000 (Direct Cost: ¥2,200,000、Indirect Cost: ¥660,000)
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| Keywords | コンクリート / 粗骨材 / 乾燥収縮 / 乾燥収縮ひずみ / ヤング係数 |
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| Outline of Final Research Achievements |
It becomes clear that drying shrinkage of concrete is affected heavily by shrinkage of coarse aggregate itself due to water diffusion. Furthermore it becomes clear that the adhesion between coarse aggregate and mortar and Young’s modulus of coarse aggregate affect heavily to compressive strength because of large stress acting during compressive strength test, but they don’t affect so much to strain of drying shrinkage because of small stress acting during drying shrinkage test.
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Report
(4 results)
Research Products
(5 results)
