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Advances in Civil Engineering
Volume 2017, Article ID 3295303, 15 pages
https://doi.org/10.1155/2017/3295303
Research Article

Load Capacities of Steel and Concrete Composite Bridge Deck Slab with Haunch

1School of Civil Engineering, Chongqing University, Chongqing, China
2Department of Bridge Engineering, Tongji University, Shanghai, China

Correspondence should be addressed to Yuqing Liu; nc.ude.ijgnot@lqy

Received 29 August 2017; Accepted 18 October 2017; Published 24 December 2017

Academic Editor: Luigi Di Sarno

Copyright © 2017 Xiaoqing Xu and Yuqing Liu. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. S. Matsui, Bridge Slabs, Morikita Publishing, Tokyo, Japan, 2007, in Japanese.
  2. S. Matsui, H. Sasaki, Y. Fukumoto, and S. Kajikawa, “Fatigue of steel-concrete composite decks subjected to a moving wheel load,” Journal of Structural Engineering, vol. 33, pp. 409–420, 1988, in Japanese. View at Google Scholar
  3. H. Kaido and S. Matsui, “Evaluation for punching shear fatigue strength of steel plate-concrete composite deck,” Journal of Structural Engineering, vol. 64, no. 1, pp. 60–70, 2008, in Japanese. View at Publisher · View at Google Scholar
  4. H. Kaido and S. Matsui, “Evaluation for fatigue strength of shear studs in steel plate-concrete composite deck,” Journal of Structural Engineering, vol. 64, no. 4, pp. 765–777, 2008, in Japanese. View at Publisher · View at Google Scholar · View at Scopus
  5. H. Y. Kim and Y. J. Jeong, “Experimental investigation on behavior of steel-concrete composite bridge decks with perfobond ribs,” Journal of Constructional Steel Research, vol. 62, no. 5, pp. 463–471, 2006. View at Publisher · View at Google Scholar · View at Scopus
  6. H. Y. Kim and Y. J. Jeong, “Steel-concrete composite bridge deck slab with profiled sheeting,” Journal of Constructional Steel Research, vol. 65, no. 8-9, pp. 1751–1762, 2009. View at Publisher · View at Google Scholar · View at Scopus
  7. H. Y. Kim and Y. J. Jeong, “Ultimate strength of a steel–concrete composite bridge deck slab with profiled sheeting,” Engineering Structures, vol. 32, no. 2, pp. 534–546, 2010. View at Publisher · View at Google Scholar · View at Scopus
  8. C. Fujiyama and K. A. Maekawa, “Computational simulation for the damage mechanism of steel-concrete composite slabs under high cycle fatigue loads,” Journal of Advanced Concrete Technology, vol. 9, no. 2, pp. 193–204, 2011. View at Publisher · View at Google Scholar · View at Scopus
  9. C. Fujiyama, T. Matsumura, and T. Takasuka, “A failure process of steel-concrete composite bridge deck subjected to repetitive moving loads in three-dimensional nonlinear FE analysis,” Journal of JSCE, vol. 70, no. 2, pp. 227–237, 2015. View at Publisher · View at Google Scholar
  10. J. He, Y. Liu, X. Xu et al., “Loading capacity evaluation of composite box girder with corrugated webs and steel tube slab,” Structural Engineering and Mechanics, vol. 50, no. 4, pp. 501–524, 2014. View at Publisher · View at Google Scholar · View at Scopus
  11. FIB, FIB Model Code 2010-Final Draft, vol. 1, Bulletins, Lausanne, Switzerland, 2010.
  12. R. Park and T. Paulay, Reinforced Concrete Structures, John Wiley & Sons, Hoboken, NJ, USA, 1975.
  13. A. Tena-Colunga, H. I. Archundia-Aranda, and Ó. M. González-Cuevas, “Behavior of reinforced concrete haunched beams subjected to static shear loading,” Engineering Structures, vol. 30, no. 2, pp. 478–492, 2008. View at Publisher · View at Google Scholar · View at Scopus
  14. JSCE-SSCS-2007, Standard Specifications for Concrete Structures, Japan Society of Civil Engineers, Tokyo, Japan, 2007, in Japanese.
  15. Ministry of communication of China, Code for Design of Highway Reinforced Concrete and Prestressed Concrete Bridges and Culverts-JTG D62-2004, China Communications Press, Beijing, China, 2004, in Chinese.