STUDY ON A METHOD OF OBTAINING RHEOLOGICAL COEFFICIENTS OF HIGH-FLOW CONCRETE WITH NUMERICAL ANALYSIS
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- KOKADO Takeshi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- HOSODA Takashi
- JAPAN SOCIETY OF CIVIL ENGINEERS
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- MIYAGAWA Toyoaki
- JAPAN SOCIETY OF CIVIL ENGINEERS
Bibliographic Information
- Other Title
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- 数値流体解析による高流動コンクリートのレオロジー定数評価法に関する研究
- スウチ リュウタイ カイセキ ニ ヨル コウリュウドウ コンクリート ノ レオロジー テイスウ ヒョウカホウ ニ カンスル ケンキュウ
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Abstract
Numerical analysis was attempted to make clear the relationship between flow behavior in the slump flow test and rheological coefficients of high-flow concrete. Compared with experimental data, it was ascertained that numerical analysis simulates flow behavior in the slump flow test accurately, if plastic viscosity-yield value ratio, ηpl/τy, exceeds 1.0sec. Then the influence of plastic viscosity and yield value on reaching time in 200mm and 250mm radius, and also a method of obtaining rheologacal coefficients of high-flow concrete were demonstrated by using numerical analysis.
Journal
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- Doboku Gakkai Ronbunshu
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Doboku Gakkai Ronbunshu 2000 (648), 109-125, 2000-05-20
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205310576256
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- NII Article ID
- 130003983535
- 10004443926
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- NII Book ID
- AN10014020
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- ISSN
- 18827187
- 02897806
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- NDL BIB ID
- 5356838
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed