書誌事項
- タイトル別名
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- ANALYTICAL STUDY ON DEFORMATION AND FRACTURE BEHAVIOR OF CONFINED CONCRETE UNDER SHEAR FORCE
- コンファインドコンクリート ノ センダン ヘンケイ ハカイ キョドウ ニ カンスル カイセキテキ ケンキュウ
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抄録
The reinforced concrete (RC) column under horizontal load generally fails by bending or shear force. The shear fracture should be avoided in structural design because of its brittle behavior. However, the mechanism of shear fracture is not enough clear. In this paper, in order to investigate the effect of confinement by hoop on the shear deformation behavior of RC column, the simulation of the confined concrete under horizontal load was carried out by using a visco-elasto-plastic suspension element method (VEPSEM) which can dynamically simulate the fracture behavior of concrete with a non-continuum model. As the results, it is shown that the effect of hoops on the shear deformation behavior of confined concrete and the change from the bending fracture to the shear fracture by increasing axial stress can be expressed qualitatively by this analytical method.
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 66 (540), 13-18, 2001
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
- 1390282680614971264
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- NII論文ID
- 110004303961
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 5677874
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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