Study on Evaluation on Strength of Beam to RHS Interior Column Connection with Exterior Diaphragm

DOI IR (HANDLE) Open Access
  • CUI Yue
    Graduate School of Human-Environment Studies, Kyushu University : Doctoral Program
  • MATSUO Shintaro
    Faculty of Human-Environment Studies, Kyushu University

Bibliographic Information

Other Title
  • 外ダイアフラム付き角形鋼管中柱 : 梁接合部の耐力算定式に関する研究
Published
2024-07-15
Resource Type
departmental bulletin paper
DOI
  • 10.15017/7217536
Publisher
Faculty of Human-Environment Studies, Kyushu University

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Description

By utilizing FEM analysis, based on monotonic tensile experiments and previous data, this study analyzed on the behavior of beam-to-rectangular hollow section (RHS) column connections with exterior diaphragms. This article reevaluates the plastic and yield strength of this kind of connections with a new formular, of which the aim is to enhance accuracy in strength prediction and address recent discoveries in connections’ mechanical behavior, which, suggesting that the plastic region might not extend to the beam-end. Comparing Matsuo's traditional method to the new approach reveals, the latter showed a superior accuracy and safety, giving lower estimates on yield strength and plastic strength, according to a static analysis.

Journal

  • 都市・建築学研究

    都市・建築学研究 46 25-37, 2024-07-15

    Faculty of Human-Environment Studies, Kyushu University

Keywords

Details 詳細情報について

  • CRID
    1390582540215363072
  • NII Book ID
    AA11687626
  • DOI
    10.15017/7217536
  • ISSN
    27588610
  • HANDLE
    2324/7217536
  • Text Lang
    en
  • Article Type
    departmental bulletin paper
  • Data Source
    • JaLC
    • IRDB
  • Abstract License Flag
    Allowed

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