アラミドおよび炭素連続繊維シートの付着特性 Bond Behavior of Aramid and Carbon Fiber Sheet

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This paper consists of two experiments to investigate bond behavior for repair and strengthening ofconcrete members, one concrete with fiber sheet in uni-axial tensile test, the other bond fiber sheet to RC member test with notch which limited location of shear crack. Uni-axial tensile test was carried out to change three parameters which were kind of fiber sheet (aramid fiber and carbon fiber), compressive strength of concrete and bond length of fiber sheet. RC member test was carried out to change one parameter which was kind of fiber sheet. The results of this experiments are that bond strength equation between concrete and fiber sheet to include compressive strength and bond length of sheet in uni-axial tensile test and effective bond area in RC members test were obtained. Therefore it was almost possible to estimate bond strength of RC members with fiber sheet due to bond strength equation and effective bond area.

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  • コンクリート工学論文集 = Concrete research and technology  

    コンクリート工学論文集 = Concrete research and technology 9(2), 1-7, 1998-07-25 

    公益社団法人 日本コンクリート工学会

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各種コード

  • NII論文ID(NAID)
    10002755608
  • NII書誌ID(NCID)
    AN1053282X
  • 本文言語コード
    JPN
  • 資料種別
    ART
  • ISSN
    13404733
  • NDL 記事登録ID
    4567269
  • NDL 雑誌分類
    ZN1(科学技術--建設工学・建設業)
  • NDL 請求記号
    Z16-2259
  • データ提供元
    CJP書誌  CJP引用  NDL  J-STAGE 
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