書誌事項
- タイトル別名
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- RE-EVALUATION OF TEST DATA ON 90 DEGREE BENT BAR ANCHORAGE
- 90 オリマゲ テッキン ノ テイチャク タイリョク ノ サイ ヒョウカ
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抄録
An equation is developed for calculating strength of 90-degree hooked bar anchorage. The equation is derived from the analysis of authors' test results. It reflects the effects of six factors ; (1) concrete strength, (2) geometrical detailings of hook (radius of bend and the length of tail extension), (3) side cover thickness and spacings of anchored bars, (4) geometrical location and direction of the bend, (5) the projected development length and (6) confinement of transverse reinforcement on the anchorage strength. The proposed equation was compared with other proposals, and was verified from the applications to many previous test data. From this comparative study the authors' proposal gives the best prediction.
収録刊行物
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- 日本建築学会構造系論文報告集
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日本建築学会構造系論文報告集 429 (0), 65-75, 1991
一般社団法人 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
- 1390282680582129152
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- NII論文ID
- 110004089720
- 10004108154
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- NII書誌ID
- AN10040177
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- ISSN
- 24330000
- 09108025
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- NDL書誌ID
- 3741207
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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