Development of girder connection using rivet and structural adhesive in a GFRP pedestrian slab bridge

DOI
  • Kitayama Nobuhiko
    株式会社IHIインフラシステム　技術本部　都市高速部　設計課
  • Maeda Ken-ichi
    首都大学東京大学院　都市環境科学研究科　都市基盤環境学域
  • Nakamura Hitoshi
    首都大学東京大学院　都市環境科学研究科　都市基盤環境学域
  • Watanabe Tesuya
    AGCマテックス株式会社　提案企画部
  • Setouchi Hideki
    琉球大学　農学部　地域農業工学科

Bibliographic Information

Other Title
  • 床版橋形式GFRP歩道橋のリベット接合と接着接合を併用した連結構造の開発

Abstract

A pedestrian slab bridge is being developed using GFRP pultrusion profiles bonded together by adhesive layers. The innovative feature is the appropriate adoption of semi-fixed support conditions with anchor bolts at both ends not only to sharply reduce the bending deflection but also to drastically improve the economic efficiency. In this paper, the girder connection using rivet and structural adhesive was investigated experimentally. First, the tensile tests were conducted using coupon specimens varying joint methods. Second, the girder connection was designed based on the fail-safe design. Finally, bending tests were carried out using the real-size partial models with or without the girder connection in order to evaluate the validity of the proposed girder connection.

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Details 詳細情報について

  • CRID
    1390001205283055232
  • NII Article ID
    130005438910
  • DOI
    10.11532/structcivil.59a.936
  • ISSN
    1881820X
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
    • KAKEN
  • Abstract License Flag
    Disallowed

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