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

DOI

書誌事項

タイトル別名
  • 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

  • 鋼構造論文集

    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

  • CRID
    1390282680290187136
  • NII論文ID
    130004955789
  • DOI
    10.11273/jssc.20.79_81
  • ISSN
    18840329
    18809928
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
    • CiNii Articles
    • KAKEN
  • 抄録ライセンスフラグ
    使用不可

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