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Evaluation method of performance for bridges subjected to thermal history

Research Project

Project/Area Number 16K06478
Research Category

Grant-in-Aid for Scientific Research (C)

Allocation TypeMulti-year Fund
Section一般
Research Field Structural engineering/Earthquake engineering/Maintenance management engineering
Research InstitutionOsaka Institute of Technology

Principal Investigator

Ohyama Osamu  大阪工業大学, 工学部, 教授 (70411410)

Project Period (FY) 2016-04-01 – 2019-03-31
Project Status Completed (Fiscal Year 2018)
Budget Amount *help
¥4,030,000 (Direct Cost: ¥3,100,000、Indirect Cost: ¥930,000)
Fiscal Year 2018: ¥780,000 (Direct Cost: ¥600,000、Indirect Cost: ¥180,000)
Fiscal Year 2017: ¥2,080,000 (Direct Cost: ¥1,600,000、Indirect Cost: ¥480,000)
Fiscal Year 2016: ¥1,170,000 (Direct Cost: ¥900,000、Indirect Cost: ¥270,000)
Keywords橋梁火災 / 合成桁 / 剛性低下 / 低減係数 / 高温引張試験 / 鋼 / 力学特性 / 橋梁 / 火災 / 降伏強度 / 引張強度 / 耐荷力
Outline of Final Research Achievements

Recently, the fire attack for bridges due to turning over accident of a tank lorry vehicle, incendiary fire and so on trends to increase in Japan and also in foreign countries. At present, the diagnosis and repair method of the existing bridge infrastructure damaged by fire have not been standardized yet in Japan. Therefore, to determine the passing propriety of composite girder bridges after fire, the author carried out the static loading test before and after fire.
From the fire test, 1) The temperature of the steel girder increase in descending order of the web, the lower flange and the upper flange. 2) The measured and thermal conductivity analysis, it was found that the analysis values of the upper and lower flanges and web was almost same as measured values. 3) The flexural rigidity of the composite girder reduced due to occur the clack in the concrete slab at the 680℃.

Academic Significance and Societal Importance of the Research Achievements

わが国において,火災による橋梁の力学特性を把握する研究を実施している研究機関は多くない.そこで,本研究の成果は,高温時および加熱自然冷却後の鋼の強度や加熱前後の合成桁の剛性低下を明らかにしている.
つまり,一般橋梁や高架橋が火災による熱影響を受けた後の通行可否を瞬時に判断するための評価手法を提案する基礎データを示しており,社会貢献に繋がると考えられる.

Report

(4 results)
  • 2018 Annual Research Report   Final Research Report ( PDF )
  • 2017 Research-status Report
  • 2016 Research-status Report
  • Research Products

    (5 results)

All 2019 2017 Other

All Journal Article (1 results) (of which Peer Reviewed: 1 results) Presentation (2 results) Remarks (2 results)

  • [Journal Article] 熱履歴を受けた鋼の力学特性に関する研究2017

    • Author(s)
      髙橋佑介,大山 理
    • Journal Title

      鋼構造年次論文報告

      Volume: 25 Pages: 373-380

    • Related Report
      2017 Research-status Report
    • Peer Reviewed
  • [Presentation] 高温時における鋼の力学特性2019

    • Author(s)
      村川友則,髙橋佑介,今川雄亮,大山 理
    • Organizer
      2019年度 土木学会関西支部年次学術講演会
    • Related Report
      2018 Annual Research Report
  • [Presentation] 鋼材の加熱自然冷却後の常温時強度推定式の提案2017

    • Author(s)
      髙橋佑介,大山 理
    • Organizer
      平成29年度 土木学会関西支部年次学術講演会
    • Related Report
      2017 Research-status Report
  • [Remarks]

    • URL

      http://www.oit.ac.jp/civil/~bridge/kenkyu.html

    • Related Report
      2018 Annual Research Report
  • [Remarks] 橋梁工学研究室

    • URL

      http://www.oit.ac.jp/civil/~bridge/

    • Related Report
      2017 Research-status Report

URL: 

Published: 2016-04-21   Modified: 2020-03-30  

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