高力ボルト摩擦接合継手の断面構成およびボルト配置間隔がボルト孔の変形量で規定したすべり後の支圧耐力に及ぼす影響

DOI

書誌事項

タイトル別名
  • Effect of cross-sectional dimensions and bolt arrangement on deformed bearing limit resistance of high-strength frictional bolted joints after major slip

抄録

<p>According to the revision of Japanese Specifications of Highway Bridges, it's possible that plastic resistance and ductility of members will be more effectively utilized depending on limit states of members in future. Ultimate limit state of high-strength frictional bolted joints should be determined considering the resistance and ductility to enhance resiliency of connected members. Authors have proposed the new ultimate limit state which is defined by bolt hole deformation by the bearing force of bolt and can secure safey margins of both resistance and ductility. In this study, numerical analysis was conducted to clarify the effect of various configurations on the bearing resistance and then the design bearing resistance was proposed with analytical and past experimental results.</p>

収録刊行物

キーワード

詳細情報 詳細情報について

  • CRID
    1390846609823937024
  • NII論文ID
    130007830387
  • DOI
    10.11532/structcivil.66a.507
  • ISSN
    1881820X
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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