一軸引張を受けるCFRP板接着鋼板に対する段差の設計法

  • 石川 敏之
    京都大学 工学研究科都市社会工学専攻
  • 宮下 剛
    長岡技術科学大学 産学融合トップランナー養成センター

書誌事項

タイトル別名
  • STEP DESIGN FOR CFRP BONDED ONTO STEEL PLATE UNDER UNI-AXIAL LOAD

抄録

 In the application of CFRP plate onto steel plate, stepping the CFRP plate ends is often used for prevention of debonding of CFRP plates. However, the length of CFRP plate becomes long by using stepped ends. In this study, to shorten the length of CFRP plate, aligning of several CFRP plate ends was proposed and the condition of aligning was theoretically given. Additionally, aligned steps of CFRP plates under uni-axial load were designed. It was confirmed with stress analysis that the stress in steel plate was reduced as design value by bonding CFRP plate with proposed stepped ends.

収録刊行物

被引用文献 (2)*注記

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参考文献 (5)*注記

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詳細情報 詳細情報について

  • CRID
    1390001205351133824
  • NII論文ID
    130004556696
  • DOI
    10.2208/jscejseee.67.351
  • ISSN
    21854653
  • データソース種別
    • JaLC
    • Crossref
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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