書誌事項
- タイトル別名
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- STUDY ON DYNAMIC MODEL OF BINGHAM'S FLUID SUBJECTED TO VIBRATION
- シンドウカ ノ ビンガム リュウタイ ノ リキガク モデル ニ カンスル コウ
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説明
There are few studies on the consolidation and consistency of fresh concrete subjected to vibration, and the changing properties of consistency by vibration have not been explained theoretically. The purpose of this study is to establish the theoretical method predicting the flow behavior of fresh concrete subjected to vibration. In this paper, the behavior of a Bingham's fluid subjected to vibration is investigated from Theological and mechanical view points. Generally, the phenomenon that fresh concrete becomes more flowable by vibration is considered to be resulted from the apparent change of properties of the suspension material, but in this study, it is assumed that the consistency curve of a homogeneous material subjected to vibration does not change. In Bingham's fluid subjected to vibration, larger strain rate occurs compared with that under the same static shear stress because of vibrating stress, and average consistency curve under vibration can be calculated The average consistency curve measured in the sphere lifting test under vibration is obtained, and the results are compared with experimental ones in this paper.
収録刊行物
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- 日本建築学会構造系論文集
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日本建築学会構造系論文集 60 (467), 1-8, 1995
日本建築学会
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詳細情報 詳細情報について
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- CRID
- 1390282680614852864
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- NII論文ID
- 110004302902
- 10003173676
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 3596201
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- 本文言語コード
- ja
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- データソース種別
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- JaLC
- NDL
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可