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Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders

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CIGOS 2019, Innovation for Sustainable Infrastructure

Part of the book series: Lecture Notes in Civil Engineering ((LNCE,volume 54))

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Abstract

The positive bending moment capacity of composite steel girders is examined through study employing elasto-plastic FE analyses. The web slenderness limits of section classification for homogeneous and hybrid girders with bridge high performance steel are explored. Besides, the effects of initial bending moment due to unshored construction method on the web slenderness limit are investigated. It is shown that the noncompact web slenderness limits in conventional design standards are conservative for composite sections.

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References

  1. Japanese Industrial Standard. JIS G 3140, Higher yield strength steel plates for bridges, 2008

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  2. American Association of State Highway and Transportation Officials. AASHTO LRFD bridge design specification – Fourth edition, 2007

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  3. CEN Eurocode 4. Design of Composite Steel and Concrete Structures, Part 2, Bridge 1, Draft, 1996.

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  4. Gupta, V.K., Okui, Y., and Nagai, M. “Development of web Slenderness Limits for Composite I-Girders accounting for Initial Bending Moment”, Doboku Gakkai Ronbunshuu A, Vol.62, No.4, 854-864, 2006.

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  5. Committee on Steel Structures of Japanese Society of Civil Engineers Standard. Specifications for Steel and Composite Structures, (General Provision, Basic Planning, Design), 2007.

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  6. Japan Road Association: Specifications for Highway Bridges, Part II, Steel Bridges, Maruzen, 2002.

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Author information

Authors and Affiliations

  1. ThuyLoi University, 175 Tay Son, Dong Da, Hanoi, Vietnam

    Dang Viet Duc

  2. Saitama University, 255 Shimookubo, Sakura Ward, Saitama, 338-8570, Japan

    Yoshiaki Okui

Authors
  1. Dang Viet Duc
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  2. Yoshiaki Okui
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Corresponding author

Correspondence to Dang Viet Duc .

Editor information

Editors and Affiliations

  1. University of Paris-Saclay, Cachan, France

    Cuong Ha-Minh

  2. University of Transport Technology, Thanh Xuan, Ha Noi, Vietnam

    Dong Van Dao

  3. Département Génie Civil, ENS Paris-Saclay, CACHAN CEDEX, France

    Farid Benboudjema

  4. University of Illinois at Chicago, Chicago, IL, USA

    Sybil Derrible

  5. Norwegian Geotechnical Institute, Oslo, Oslo, Norway

    Dat Vu Khoa Huynh

  6. Research Director, Ecole des Ponts ParisTech, Marne-la-Vallée, France

    Anh Minh Tang

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© 2020 Springer Nature Singapore Pte Ltd.

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Cite this paper

Duc, D.V., Okui, Y. (2020). Flexural Capacity Accounting for SBHS500 Steel of Composite Bridge Girders. In: Ha-Minh, C., Dao, D., Benboudjema, F., Derrible, S., Huynh, D., Tang, A. (eds) CIGOS 2019, Innovation for Sustainable Infrastructure. Lecture Notes in Civil Engineering, vol 54. Springer, Singapore. https://doi.org/10.1007/978-981-15-0802-8_30

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  • DOI: https://doi.org/10.1007/978-981-15-0802-8_30

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  • Publisher Name: Springer, Singapore

  • Print ISBN: 978-981-15-0801-1

  • Online ISBN: 978-981-15-0802-8

  • eBook Packages: EngineeringEngineering (R0)

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