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Mechanical Behavior of Steel-Concrete Composite Beams Subjected to Combined Hogging Bending and Torsional Moments

Research Project

Project/Area Number 15K18108
Research Category

Grant-in-Aid for Young Scientists (B)

Allocation TypeMulti-year Fund
Research Field Structural engineering/Earthquake engineering/Maintenance management engineering
Research InstitutionWaseda University

Principal Investigator

LIN Weiwei  早稲田大学, 理工学術院, 准教授(任期付) (60623585)

Project Period (FY) 2015-04-01 – 2018-03-31
Project Status Completed (Fiscal Year 2017)
Budget Amount *help
¥4,420,000 (Direct Cost: ¥3,400,000、Indirect Cost: ¥1,020,000)
Fiscal Year 2017: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2016: ¥650,000 (Direct Cost: ¥500,000、Indirect Cost: ¥150,000)
Fiscal Year 2015: ¥3,120,000 (Direct Cost: ¥2,400,000、Indirect Cost: ¥720,000)
KeywordsComposite Beam / Negative Bending Moment / Torsion / Loading Test / Numerical Analysis / Negative Bending moment / Torsional moment / FEM / Parametric study / Composite beam / Shear connectors / Composite beams / Hogging bending / Experimental study / Numerical analysis
Outline of Final Research Achievements

Composite steel and concrete structures have been used extensively in civil engineering structures due to the benefits of reduced noise, easy construction, and improved seismic behavior etc. However, for composite beams in the negative moment regions, concrete slab is usually in tension and easy to crack. For curved composite beams, the composite section needs also to resist the torsional moment. However, there is no design standard considering the effects of torsional moment. This research aims to investigate the mechanical behavior of composite beams under combined negative bending and torsional moments. Based on the results from this study, it has been confirmed that the presence of negative torsional moment will reduce the negative bending moment load carrying capacity of the composite beam. In addition, the interaction relationship between torsion and negative bending moments and the mechanical performance of composite beams with partial shear connections, were also investigated.

Report

(4 results)
  • 2017 Annual Research Report   Final Research Report ( PDF )
  • 2016 Research-status Report
  • 2015 Research-status Report
  • Research Products

    (12 results)

All 2018 2017 2016 Other

All Int'l Joint Research (4 results) Presentation (6 results) (of which Int'l Joint Research: 4 results) Book (2 results)

  • [Int'l Joint Research] Queen's University Belfast/School of Natural and Built Environment(United Kingdom)

    • Related Report
      2017 Annual Research Report
  • [Int'l Joint Research] University of Cambridge/Department of Engineering(United Kingdom)

    • Related Report
      2017 Annual Research Report
  • [Int'l Joint Research] University of Cambridge/Department of Engineering(United Kingdom)

    • Related Report
      2016 Research-status Report
  • [Int'l Joint Research] The University of Cambridge/Department of Engineering(United Kingdom)

    • Related Report
      2015 Research-status Report
  • [Presentation] Mechanical Behaviour of Steel-Concrete Twin I-Girder Bridges2018

    • Author(s)
      Weiwei Lin, Heang Lam, and Teruhiko Yoda
    • Organizer
      IABSE Conference Kuala Lumpur 2018
    • Related Report
      2017 Annual Research Report
    • Int'l Joint Research
  • [Presentation] 負曲げとねじれを受ける連続合成桁の中間支点部の力学挙動2017

    • Author(s)
      石原慎也, Lam Heang, 林偉偉, 依田照彦
    • Organizer
      第43回土木学会関東支部技術研究発表会
    • Place of Presentation
      埼玉大学
    • Year and Date
      2017-03-07
    • Related Report
      2016 Research-status Report
  • [Presentation] Mechanical Behavior of Steel-Concrete Composite Beams Subjected to Negative Bending Moment2017

    • Author(s)
      Tzuhan Hung, Weiwei Lin, Heang Lam, and Kiyoshi Ono
    • Organizer
      Japan Society of Civil Engineers 2017 Annual Meeting
    • Related Report
      2017 Annual Research Report
  • [Presentation] Numerical study on the mechanical behavior of composite beams subjected to negative bending moment with partial shear connections2017

    • Author(s)
      Tzuhan Hung, Weiwei Lin, Heang Lam, and Kiyoshi Ono
    • Organizer
      9th International Symposium on Steel Structures
    • Related Report
      2017 Annual Research Report
    • Int'l Joint Research
  • [Presentation] Steel-Concrete Composite Beams Subjected to Combined Hogging Bending and Torsion Elastic Behavior of Steel-Concrete Composite Beams under Negative Bending Moment2016

    • Author(s)
      Weiwei Lin, Heang Lam, Teruhiko Yoda and Campbell R. Middleton
    • Organizer
      Eighth International Conference on Steel and Aluminum Structures
    • Place of Presentation
      香港
    • Year and Date
      2016-12-07
    • Related Report
      2016 Research-status Report
    • Int'l Joint Research
  • [Presentation] Elastic Behavior of Steel-Concrete Composite Beams under Negative Bending Moment2016

    • Author(s)
      Weiwei Lin, Teruhiko Yoda, and Heang Lam
    • Organizer
      11th of German Japanese Bridge Symposium
    • Place of Presentation
      大阪
    • Year and Date
      2016-08-30
    • Related Report
      2016 Research-status Report
    • Int'l Joint Research
  • [Book] Bridge Engineering: Classifications, Design Loading, and Analysis Methods2017

    • Author(s)
      Weiwei Lin and Teruhiko Yoda
    • Total Pages
      292
    • Publisher
      ELSEVIER INC.
    • ISBN
      9780128044339
    • Related Report
      2017 Annual Research Report
  • [Book] Bridge Engineering: Classifications, Design Loading, and Analysis Methods2017

    • Author(s)
      Weiwei Lin, Teruhiko Yoda
    • Total Pages
      292
    • Publisher
      ELSEVIER INC
    • Related Report
      2016 Research-status Report

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Published: 2015-04-16   Modified: 2019-03-29  

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