書誌事項
- タイトル別名
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- ULTIMATE STRENGTH OF HIGH-STRENGTH BOLT CONNECTION INCLUDING BEARING CAPACITY
- シアツ オ コウリョ シタ コウリョク ボルト セツゴウブ ノ サイダイ タイリョク ヒョウカ
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抄録
To clarify the bolt bearing effect to the ultimate strength of the high-strength bolt connections, two series of testing, bolted connection applied with tension force or bending moment, were conducted in this study. From the test results, design formula, considering the bearing deformation explicitly, was proposed to evaluate the ultimate tension strength of the high-strength bolt connection; the improved accuracy compared with current design formula was also shown. Extending the proposed design formula to the bolted connection applied with bending moment, improved accuracy to predict the maximum bending strength was also shown; however, it was also reminded some refinement still needed to improve the accuracy.
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 76 (662), 845-853, 2011
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
- 1390001205603360384
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- NII論文ID
- 130004752429
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- NII書誌ID
- AN10438559
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- ISSN
- 18818153
- 13404202
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- HANDLE
- 2433/189223
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- NDL書誌ID
- 11074927
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- データソース種別
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- JaLC
- IRDB
- NDL
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- 使用不可