BENDING CAPACITY OF HYBRID STEEL GIRDER USING HIGH YIELD STRENGTH BRIDGE HIGH PERFORMANCE STEEL SBHS700

DOI
  • SEKIYA Hidehiko
    東京都市大学 総合研究所 都市基盤施設の再生工学研究センター 研究当時：東京工業大学
  • SUZUKI Keigo
    福井大学 大学院工学研究科 原子力・エネルギー安全工学専攻 研究当時：東京工業大学
  • MIKI Chitoshi
    東京都市大学 研究当時：東京工業大学

Bibliographic Information

Other Title
  • 橋梁用高降伏点鋼材SBHS700を用いたハイブリッド鋼桁の曲げ耐荷力

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Description

Focuses of this study are bending behavior of hybrid steel girders in particular plastic responses. The hybrid steel girders consist of bridge high performance steel, SBHS700, flanges and lower strength, SM490 or SM400, steel webs, and their behavior is compared with SBHS homogeneous girder. The maximum bending capacities of the hybrid girders are 6% less than that of the homogeneous one. Significant differences are unshown between SM490 web hybrid and SM400 web hybrid in the plastic behavior; therefore, the bending capacity is mainly subjected to flange materials.

Journal

  • Kou kouzou rombunshuu

    Kou kouzou rombunshuu 22 (85), 85_15-85_22, 2015

    Japanese Society of Steel Construction

Keywords

Details 詳細情報について

  • CRID
    1390282680292472832
  • NII Article ID
    130005152637
  • DOI
    10.11273/jssc.22.85_15
  • ISSN
    18840329
    18809928
  • Text Lang
    ja
  • Data Source
    • JaLC
    • CiNii Articles
  • Abstract License Flag
    Disallowed

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