Steel and Composite Structures

  • 제24권4호
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  • Pages.467-479
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  • 2017
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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Static and fatigue performance of stud shear connector in steel fiber reinforced concrete

  • Xu, Chen (Department of Bridge Engineering, College of Civil Engineering, Tongji University) ;
  • Su, Qingtian (Department of Bridge Engineering, College of Civil Engineering, Tongji University) ;
  • Masuya, Hiroshi (Department of Environmental Design, Institute of Science and Engineering, Kanazawa University)
  • 투고 : 2017.01.10
  • 심사 : 2017.05.24
  • 발행 : 2017.07.20
⟨ 이전 논문 다음 논문 ⟩

초록

The stud is one of the most frequently used shear connectors which are important to the steel-concrete composite action. The static and fatigue behavior of stud in the steel fiber reinforced concrete (SFRC) were particularly concerned in this study through the push-out tests and analysis. It was for the purpose of investigating and explaining a tendency proposed by the current existing researches that the SFRC may ameliorate the shear connector's mechanical performance, and thus contributing to the corresponding design practice. There were 20 test specimens in the tests and 8 models in the analysis. According to the test and analysis results, the SFRC had an obvious effect of restraining the concrete damage and improving the stud static performance when the compressive strength of the host concrete was relatively low. As to the fatigue aspect, the steel fibers in concrete also tended to improve the stud fatigue life, and the favorable tensile performance of SFRC may be the main reason. But such effect was found to vary with the fatigue load range. Moreover, the static and fatigue test results were compared with several design codes. Particularly, the fatigue life estimation of Eurocode 4 appeared to be less conservative than that of AASHTO, and to have higher safety redundancy than that of JSCE hybrid structure guideline.

키워드

참고문헌

  1. AASHTO (2007), Bridge design specifications; AASHTO-LFRD, American Association of State Highway and Transportation Officials, USA.
  2. ABAQUS Documentation (2014), Version 6.13, Dassault System, USA.
  3. Badie, S.S., Morgan, G.A.F., Tadros, M.K. and Sriboonma, K. (2011), "Full-scale testing for composite slab/beam systems made with extended stud spacing", J. Bridge Eng., ASCE, 16(5), 653-661. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000215
  4. Eurocode 4 (2005), Design of Composite Steel and Concrete Structures. Part 2 General Rules and Rules for Bridges; European Committee for Standardization, BS EN 1994-2:2005; Brussels, Belgium.
  5. Cui, Y. and Nakashima, M. (2012), "Application of headed studs in steel fiber reinforced cementitious composite slab of steel beam-column connection", Earthq. Eng. Eng. Vib., 11(1), 11-21. https://doi.org/10.1007/s11803-012-0094-4
  6. Choi, J., Yamaguchi, K., Hino, S. and Kajihara, H. (2011), "Strength characteristic and shear evaluation of perfobond rib of super light weight concrete with steel fiber", J. Struct. Eng., JSCE, 57A, 1007-1016. [In Japanese]
  7. Gao, Y.M., Zhou, Z.X., Liu, D. and Wang, Y.H. (2016), "Cracking of a prefabricated steel truss-concrete composite beam with preembedded shear studs under hogging moment", Steel Compos. Struct., Int. J., 21(5), 981-997. https://doi.org/10.12989/scs.2016.21.5.981
  8. Guo, Z.H. and Shi, X.D. (2006), Reinforced Concrete Theory and Analysis, Tsinghua University Press, Beijing, China, pp. 13-14. [In Chinese]
  9. Hosaka, T., Yamada, T. and Nakano, M. (2000), "Continuous composite railway bridge using steel fiber reinforced lightweight concrete (Asa Monobekawa Bridge)", Concrete Eng., JSCE, 38(6). [In Japanese]
  10. Japan Road Association (JARA) (2012), Manual of Road Bridges (Steel Bridges); Committee on Steel Structures, Japan. [In Japanese]
  11. Japan Society of Civil Engineers (JSCE) (2007), Guidelines for Performance Verification of Steel-concrete Hybrid Structures; Committee of Steel Structure, Japan.
  12. Japan Society of Steel Construction (JSSC) (1996), Push-out Test for Headed Stud and Related Research on Stud (draft); JSSC Technical Rep. 35, Japan. [In Japanese]
  13. Ju, X.C. and Zeng, Z.B. (2015), "Study on uplift performance of stud connector in steel-concrete composite structures", Steel Compos.Struct., Int. J., 18(5), 1279-1290. https://doi.org/10.12989/scs.2015.18.5.1279
  14. Lam, D. and Nip, T.F. (2002), "Effects of steel fibers reinforcement on shear studs capacity of composite beams", Technical Report; School of Civil Engineering, University of Leed, UK.
  15. Lin, W.W., Yoda, T. and Taniguchi, N. (2014), "Application of SFRC in steel-concrete composite beams subjected to hogging moment", J. Constr. Steel Res., 101, 175-183. https://doi.org/10.1016/j.jcsr.2014.05.008
  16. Lin, Z.F., Liu, Y.Q. and He, J. (2015), "Static behaviour of lying multi-stud connectors in cable-pylon anchorage zone", Steel Compos. Struct., Int. J., 18(6), 1369-1389. https://doi.org/10.12989/scs.2015.18.6.1369
  17. Luo Y.B., Hoki K., Hayashi K. and Nakashima M. (2016), "Behavior and strength of headed stud-SFRCC shear connection: 1 experimental study", J. Struct. Eng., ASCE, 142(2).
  18. Mirza, O. and Uy, B. (2009), "Effects of steel fibre reinforcement on the behavior of headed stud shear connectors for composite steel-concrete beams", Adv. Steel Constr., 5(1), 72-95.
  19. Ministry of Housing and Urban-Rural Development of China (MOHURD) (2002), Code for Design of Concrete Structures GB50010-2002; Beijing, China. [In Chinese]
  20. Nguyen, G.B. and Machacek, J. (2016), "Effect of local small diameter stud connectors on behavior of partially encased composite beams", Steel Compos. Struct., Int. J., 20(2), 251-266. https://doi.org/10.12989/scs.2016.20.2.251
  21. Public Works Research Institute (PWRI) (2009), Design and Constructional Manual of Steel Bridge Deck Reinforcement by Using SFRC; Research Report and Guidelines, October, Japan. [In Japanese]
  22. Shim, C.S., Lee, P.G., Kim, D.W. and Chuang, C.H. (2008), "Effects of group arrangement on the ultimate strength of stud shear connection", Proceedings of International Conference on Composite Construction in Steel and Concrete, Composite Construction in Steel and Concrete VI, ASCE, Tabernash, CO, USA, July, pp. 92-101.
  23. Xu, C. and Sugiura, K. (2013), "Parametric push-out analysis on group studs shear connector under effect of bending-induced concrete cracks", J. Constr. Steel Res., 89, 86-97. https://doi.org/10.1016/j.jcsr.2013.06.011
  24. Xu, C., Sugiura, K., Wu, C. and Su, Q.T. (2012), "Parametrical static analysis on group studs with typical push-out tests", J. Constr. Steel Res., 72, 84-96. https://doi.org/10.1016/j.jcsr.2011.10.029

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