TEMPERATURE DEPENDENCY OF AUTOGENOUS SHRINKAGE OF SILICA FUME CONCRETE WITH LOW W/B RATIO
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- TERAMOTO Atsushi
- Dept. of Environmental Engineering and Architecture, Nagoya Univ.
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- MARUYAMA Ippei
- Dept. of Environmental Engineering and Architecture, Nagoya Univ.
Bibliographic Information
- Other Title
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- 超低水セメント比シリカフュームコンクリートの自己収縮温度依存性に関する研究
- チョウテイスイ セメントヒ シリカ フューム コンクリート ノ ジコ シュウシュク オンド イソンセイ ニ カンスル ケンキュウ
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Abstract
Temperature dependency of autogenous shrinkage of ultra high-strength concrete whose binder is premixed silica fume cement with W/B=0.15 is investigated. Experimental factors are temperature of fresh concrete and elevated temperature history that are emulating difference of temperature history due to placing season. As a result, the following conclusions are obtained 1) Autogenous shrinkage of ultra high-strength concrete has two stages from the point of view of a rate of shrinkage, i.e., earlier age (Stage1) and later age (Stage2), 2) Lower temperature of fresh state increases autogenous shrinkage at Stage1, 3) Higher temperature develops larger autogenous shrinkage, especially over 40°C at Stage2, 4) the reduction of autogenous shrinkage was observed in the case that the applied temperature dilation was given to the specimen before the age of starting development of autogenous shrinkage.
Journal
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- Journal of Structural and Construction Engineering (Transactions of AIJ)
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Journal of Structural and Construction Engineering (Transactions of AIJ) 73 (634), 2069-2076, 2008
Architectural Institute of Japan
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Keywords
Details 詳細情報について
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- CRID
- 1390001205604168960
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- NII Article ID
- 110007006457
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- NII Book ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL BIB ID
- 9743371
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- Data Source
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- JaLC
- NDL
- Crossref
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed
