Effect of Beam-end Details on Deformation Capacity of Beam-Column Connections Made of H-SA700B High-Strength Steel
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- SAKINO Yoshihiro
- 大阪大学 接合科学研究所 現：近畿大学工学部建築学科
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- KAWABATA Yousuke
- 元 信州大学大学院
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- NAKAGOMI Tadao
- 信州大学工学部部建築学科
Bibliographic Information
- Other Title
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- 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
Description
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.
Journal
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- Kou kouzou rombunshuu
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Kou kouzou rombunshuu 20 (79), 79_81-79_90, 2013
Japanese Society of Steel Construction
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Keywords
Details 詳細情報について
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- CRID
- 1390282680290187136
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- NII Article ID
- 130004955789
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- ISSN
- 18840329
- 18809928
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- Text Lang
- ja
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- Data Source
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- JaLC
- CiNii Articles
- KAKEN
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- Abstract License Flag
- Disallowed