書誌事項
- タイトル別名
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- HEADED ANCHORAGE CAPACITIES OF BEAM REINFORCEMENT BARS IN REINFORCED CONCRETE BEAM-COLUMN JOINTS BASED ON THE PULL-OUT TESTS
- ヒキヌキ ジッケン ニ オケル テッキン コンクリートハリ シュキン ノ キカイシキ テイチャク セイジョウ ニ カンスル ケンキュウ
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抄録
The anchorage capacity of the cone shaped splitting failure is focused in this paper. The cone shaped splitting capacity is examined by the pull-out testing with the series of twenty-nine specimens. Transference of stress from the anchored beam rebars to the concrete at the potion that is simulating the beam-column joint is observed. The results of the tests suggest the followings : l) The cone shaped splitting capacity is corresponding to the lateral tensile capacity of concrete and hoop reinforcements in the beam-column joint. 2) Anchorage strength in case of the side burst failure is estimable as safe with the existing empirical formula. 3) The maximum bearing stress at the anchor-heads is three times as large as the compressive strength of concrete. This paper also proposes a simple model to estimate the bond stress of the anchored reinforcements in the member with flexural stress
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 67 (558), 173-180, 2002
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
- 1390001205636818304
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- NII論文ID
- 110004082015
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- NDL書誌ID
- 6284347
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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