Skip to main content

Advertisement

Springer Nature Link
Log in

Study on Mechanical Behavior of Negative Bending Region Based Design of Composite Bridge Deck

  • Research Paper
  • Published:
International Journal of Civil Engineering Aims and scope Submit manuscript

Abstract

Steel–concrete composite decks are paved by grid beams on the superstructure of Dongping Bridge. Bridge deck grid beams consist of three main longitudinal girders, secondary longitudinal girders, main beams, secondary beams, and composite decks (which consist of profiled steel sheet, shear connectors with perfobond strips, steel rebar and concrete with steel fiber). Shear connectors with perfobond strips are designed in Dongping Bridge to improve the longitudinal shear capability between profiled steel sheet and concrete. For the performance of deck system in structural negative bending region, three typical forms of load, namely, service load, fatigue load and failure load, are applied. The results show sufficient stiffness and high load-carry capacity of the deck system. The stress of shear connectors with perfobond strips under 10000 cycles and 2.99 million cycles of fatigue load appeared to be invariable, which indicates that PBL is of good anti-fatigue performance as shear connectors with perfobond strips reaches the corresponding yield strength before destroyed, with the yield load of 359.10 kN.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Log in via an institution

Subscribe and save

Springer+ Basic
$34.99 /Month
  • Get 10 units per month
  • Download Article/Chapter or eBook
  • 1 Unit = 1 Article or 1 Chapter
  • Cancel anytime
Subscribe now

Buy Now

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15

Similar content being viewed by others

References

  1. Allahyari H, Dehestani M, Beygi MHA, NavayiNeya B, Rahmani E (2014) Mechanical behavior of steel–concrete composite decks with perfobond shear connectors. Steel And. Compos Struct 17(3):339–358

    Article  Google Scholar 

  2. Bayraktar A, Altunisik AC, Turker T (2016) Structural condition assessment of Birecik highway bridge using operational modal analysis. Int J Civil Eng 14(1A):35–46

  3. Da Silva JGS, Da S Vellasco PCG, De Andrade SAL et al (2003) An evaluation of the dynamical performance of composite slabs [J]. Comput Struct 81(18):1905–1913

    Article  Google Scholar 

  4. Gara F, Leoni G, Dezi L (2013) Slab cracking control in continuous steel–concrete bridge decks. J Bridge Eng 18(12):1319–1327

    Article  Google Scholar 

  5. Grandic IS, Grandic D, Bjelanovic A (2015) Evaluation of torsional stiffness in beam and slab bridge decks based on load testing. Int J Civil Eng 13(3A):255–266

  6. JTG D62 2004 code for design of highway reinforced concrete and pre-stressed concrete bridge and culverts [S].

  7. Krige GJ, Mahachi J (1995) Dynamic behaviour of composite floors [J]. J Construct Steel Res 34(2):249–269

    Article  Google Scholar 

  8. Leitao FN, da Silva JGS, de Andrade SAL (2013) Fatigue analysis and life prediction of composite highway bridge decks under traffic loading. Lat Am J Solids Struct 10(3):505–522

    Article  Google Scholar 

  9. Millanes F, Bujalance EB, Dominguez JLM, Suarez JM (2014) Archidona viaduct: composite steel-concrete deck for a long railway bridge. Struct Eng Int 24(1):122–126

  10. Ryu HK, Chang SP (2005) Ultimate Strength of continuous composite box-girder bridges with precast decks [J]. J Construct Steel Res 61(3):329–343

    Article  Google Scholar 

  11. Ren J (2006) Experimental study on fatigue of composite steel-concrete structure [D]. Southwest Jiaotong University, Chengdou

    Google Scholar 

  12. Zhang Q, Li Q, Tang L (2007) Fracture mechanism and ultimate carrying capacity of shear connectors applied for steel-concrete joint segment of bridge pylon [J]. China J Highway Transp 20(1):85–90

    Google Scholar 

Download references

Acknowledgements

The writers gratefully acknowledge financial support provided by the Science Foundation of China Postdoctor (Grant No. 2016M600352), the Science and Technology Agency of Zhejiang province (Grant No. 2015C33222), the Science Foundation of Shanghai Postdoctor (Grant No. 13R21421100).

Author information

Authors and Affiliations

  1. Faculty of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, 310014, People’s Republic of China

    Lu Peng-zhen, Cheng Lin-feng, Li Yang, Li Zheng-lun & Shao Hua

  2. School of Civil Engineering, Southeast University, Nanjing, 210096, Jiangsu, People’s Republic of China

    Lu Peng-zhen

Authors
  1. Lu Peng-zhen
    View author publications

    You can also search for this author inPubMed Google Scholar

  2. Cheng Lin-feng
    View author publications

    You can also search for this author inPubMed Google Scholar

  3. Li Yang
    View author publications

    You can also search for this author inPubMed Google Scholar

  4. Li Zheng-lun
    View author publications

    You can also search for this author inPubMed Google Scholar

  5. Shao Hua
    View author publications

    You can also search for this author inPubMed Google Scholar

Corresponding author

Correspondence to Lu Peng-zhen.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Peng-zhen, L., Lin-feng, C., Yang, L. et al. Study on Mechanical Behavior of Negative Bending Region Based Design of Composite Bridge Deck. Int J Civ Eng 16, 489–497 (2018). https://doi.org/10.1007/s40999-017-0156-0

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s40999-017-0156-0

Keywords