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Development and design of bolted joint and stiffening plate repair with high load capacity and ductility

Research Project

Project/Area Number 21K14233
Research Category

Grant-in-Aid for Early-Career Scientists

Allocation TypeMulti-year Fund
Review Section Basic Section 22020:Structure engineering and earthquake engineering-related
Research InstitutionKyushu Institute of Technology

Principal Investigator

Takai Toshikazu  九州工業大学, 大学院工学研究院, 准教授 (00759433)

Project Period (FY) 2021-04-01 – 2024-03-31
Project Status Completed (Fiscal Year 2023)
Budget Amount *help
¥4,550,000 (Direct Cost: ¥3,500,000、Indirect Cost: ¥1,050,000)
Fiscal Year 2023: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2022: ¥2,470,000 (Direct Cost: ¥1,900,000、Indirect Cost: ¥570,000)
Fiscal Year 2021: ¥1,300,000 (Direct Cost: ¥1,000,000、Indirect Cost: ¥300,000)
Keywords高力ボルト継手 / 当て板補修 / 終局挙動 / 最大荷重 / エネルギー吸収 / 終局最大荷重
Outline of Research at the Start

本課題では,鋼構造の高力ボルトを用いた継手部や当て板補修部を対象に,地震等の大きな荷重が作用したときに耐える強度が高く粘り強い構造の開発を目的に研究を行なう.降伏耐力から終局最大耐力までの荷重上昇分を活用して強度が高く,さらに変形性能も確保することでエネルギー吸収量を高くするための条件を確認する.検討では,FEM解析と力学実験を併用し,継手部や当て板補修部の各構成部位のエネルギー吸収の分担割合を確認し,有利となる構造諸元を明らかにする.最終的には強度が高く粘り強い継手部や当て板補修部とするための設計条件を取りまとめる.

Outline of Final Research Achievements

In this study, the energy absorption in plastic deformation of high-strength bolted connections and stiffening plate repair with high-strength bolts was investigated to improve the load-carrying capacity and ductility of structures, assuming the application of extreme force due to an earthquake. The results of the energy absorption of bolted connections were organized, focusing on the ultimate mode of bolted connections in tension. It was found that the dimension of the bolted connection in the transition range between two ultimate modes gave high energy absorption. The prediction formulae of energy absorption were obtained by regression between the dimensions of bolted connections and energy absorption. The expected energy absorption of designed bolted connections can be obtained by the formulae.

Academic Significance and Societal Importance of the Research Achievements

高力ボルト摩擦接合継手と高力ボルト当て板補修部を対象に,過大な荷重が作用したときの最大荷重やそのときの伸び,エネルギー吸収量の傾向を最大荷重時の終局モードに着目して整理した.エネルギー吸収量が高くなる諸元の条件を明らかにし,諸元から期待されるエネルギー吸収量の予測式を求めた.この式によりエネルギー吸収量の高い諸元で設計することが可能となる.構造主部材の高力ボルト継手,当て板補修部以外にも,構造の似たエネルギー吸収部材への本知見の活用も考えられる.これらにより,粘り強い構造の実現につながると考えられる.

Report

(4 results)
  • 2023 Annual Research Report   Final Research Report ( PDF )
  • 2022 Research-status Report
  • 2021 Research-status Report
  • Research Products

    (12 results)

All 2024 2023 2022

All Journal Article (7 results) (of which Peer Reviewed: 5 results,  Open Access: 3 results) Presentation (5 results)

  • [Journal Article] Energy absorption of bolted patch plate repaired member in ultimate behavior2023

    • Author(s)
      Masudome, S., Takai, T.
    • Journal Title

      Proceedings of the 13th German-Japanese Bridge Symposium

      Volume: 1 Pages: 218-224

    • Related Report
      2023 Annual Research Report
  • [Journal Article] Mechanical behavior of bolted connection in bending evaluated with small-scale specimen2023

    • Author(s)
      Takai, T., Harakawa, S.
    • Journal Title

      Proceedings of the 8th World Multidisciplinary Civil Engineering Architecture Urban Planning Symposium

      Volume: 1 Pages: 1-8

    • Related Report
      2023 Annual Research Report
    • Peer Reviewed / Open Access
  • [Journal Article] Surface roughness measurement of blast cleaned structural steel plate considering measurement deviation2023

    • Author(s)
      Takai, T., Morimoto, K.
    • Journal Title

      Proceedings of the 12th International Symposium on Steel Structures

      Volume: 1 Pages: 311-314

    • Related Report
      2023 Annual Research Report
    • Peer Reviewed / Open Access
  • [Journal Article] 小型の偏心した試験体を用いた高力ボルト摩擦接合継手の曲げ引張に関する基礎的研究2023

    • Author(s)
      原川 進平,高井 俊和
    • Journal Title

      第11回・KABSE創立40周年記念九州橋梁・構造工学研究会シンポジウム論文集

      Volume: 11 Pages: 87-92

    • Related Report
      2023 Annual Research Report
  • [Journal Article] Stress-strain Model Adapted to Bolted Connection in Ultimate Behaviour Considering Energy Absorption2022

    • Author(s)
      Takai Toshikazu、Tanii Kenshin
    • Journal Title

      Proceedings of IABSE Congress Nanjing 2022

      Volume: na Pages: 1465-1472

    • DOI

      10.2749/nanjing.2022.1465

    • Related Report
      2022 Research-status Report
    • Peer Reviewed
  • [Journal Article] FEM解析による高力ボルト継手のエネルギー吸収に関する研究2022

    • Author(s)
      谷井 健信,高井 俊和
    • Journal Title

      鋼構造年次論文報告集

      Volume: 30 Pages: 728-741

    • Related Report
      2022 Research-status Report
    • Peer Reviewed
  • [Journal Article] Influence of bolt preload on frictional load transfer of bolted connection in post-slip behavior2022

    • Author(s)
      高井 俊和
    • Journal Title

      Journal of Structural Engineering, A

      Volume: 68A Issue: 0 Pages: 410-427

    • DOI

      10.11532/structcivil.68A.410

    • ISSN
      1881-820X
    • Related Report
      2021 Research-status Report
    • Peer Reviewed / Open Access
  • [Presentation] 高力ボルト当て板補修部の終局挙動とエネルギー吸収特性に関する実験的検討2024

    • Author(s)
      堤 風統,高井 俊和
    • Organizer
      令和5年度土木学会西部支部研究発表会
    • Related Report
      2023 Annual Research Report
  • [Presentation] 当て板補修部の再現解析による応力-ひずみモデルに着目した解析条件の検討2023

    • Author(s)
      増留 蒼太,高井 俊和
    • Organizer
      令和4年度土木学会西部支部研究発表会
    • Related Report
      2022 Research-status Report
  • [Presentation] 高力ボルト摩擦接合継手のエネルギー吸収に関する解析的研究2022

    • Author(s)
      谷井 健信,高井 俊和
    • Organizer
      令和4年度土木学会全国大会第77回年次学術講演会
    • Related Report
      2022 Research-status Report
  • [Presentation] エネルギー吸収の整合性を考慮した応力-ひずみ関係の簡易なモデル2022

    • Author(s)
      谷井 健信,高井 俊和
    • Organizer
      令和3年度土木学会西部支部研究発表会
    • Related Report
      2021 Research-status Report
  • [Presentation] 高力ボルト継手のFEM解析における計算収束性向上のためのモデル化の検討2022

    • Author(s)
      古市 大陽,高井 俊和
    • Organizer
      令和3年度土木学会西部支部研究発表会
    • Related Report
      2021 Research-status Report

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Published: 2021-04-28   Modified: 2025-01-30  

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