H-SA700Bを用いた柱梁溶接部の変形能力に及ぼす梁端ディテールの影響
書誌事項
- タイトル別名
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- Effect of Beam-end Details on Deformation Capacity of Beam-Column Connections Made of H-SA700B High-Strength Steel
抄録
The purpose of this study is to clarity the influence of beam-end details on the fracture and deformation capacity of beam-to-column connections made of H-SA700B high-strength steel. This paper presents the results of full-scale tests of site-welded beam-to-column connections with four types of the beam-end details: straight, cutout type horizontal haunch, weld type horizontal haunch and drilled flange. Based on the test results, both of the two types of horizontal haunch beam-to-column connections can avoid brittle fracture and have larger deformation capacity compare to the straight beam-to-column connection. However, the drilled flange beam-to-column connection cannot avoid brittle fracture.
収録刊行物
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- 鋼構造論文集
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鋼構造論文集 20 (79), 79_81-79_90, 2013
社団法人 日本鋼構造協会
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詳細情報 詳細情報について
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- CRID
- 1390282680290187136
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- NII論文ID
- 130004955789
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- ISSN
- 18840329
- 18809928
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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
- CiNii Articles
- KAKEN
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- 抄録ライセンスフラグ
- 使用不可