Steel and Composite Structures

  • 제24권2호
  • /
  • Pages.177-189
  • /
  • 2017
  • /
  • 1229-9367(pISSN)
  • /
  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Mechanical behavior of stud shear connectors embedded in HFRC

  • He, Yu-Liang (College of Civil Engineering, Shaoxing University) ;
  • Wu, Xu-Dong (College of Civil Engineering, Shaoxing University) ;
  • Xiang, Yi-Qiang (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Wang, Yu-Hang (College of Civil Engineering and Architecture, Zhejiang University) ;
  • Liu, Li-Si (College of Civil Engineering and Architecture, Zhejiang University) ;
  • He, Zhi-Hai (College of Civil Engineering, Shaoxing University)
  • 투고 : 2016.10.15
  • 심사 : 2017.03.20
  • 발행 : 2017.06.10
⟨ 이전 논문 다음 논문 ⟩

초록

Hybrid-fiber reinforced concrete (HFRC) may provide much higher tensile and flexural strengths, tensile ductility, and flexural toughness than normal concrete (NC). HFRC slab has outstanding advantages for use as a composite bridge potential deck slab owing to higher tensile strength, ductility and crack resistance. However, there is little information on shear connector associated with HFRC slabs. To investigate the mechanical behavior of the stud shear connectors embedded in HFRC slab, 14 push-out tests (five batches) in HFRC and NC were conducted. It was found that the stud shear connector embedded in HFRC had a better ductility, higher stiffness and a slightly larger shear bearing capacity than those in NC. The experimentally obtained ultimate resistances of the stud shear connectors were also compared against the equations provided by GB50017 2003, ACI 318-112011, AISC 2011, AASHTO LRFD 2010, PCI 2004, and EN 1994-1-1 (2004), and an empirical equation to predict the ultimate shear connector resistance considering the effect of the HFRC slabs was proposed and validated by the experimental data. Curve fitting was performed to find fitting parameters for all tested specimens and idealized load-slip models were obtained for the specimens with HFRC slabs.

키워드

참고문헌

  1. AASHTO (2010), Bridge design specifications; (5th Ed.), AASHTO LRFD, Washington, DC, USA.
  2. ACI 318 (2011), Building code requirements for structural concrete and commentary; Farmington Hills, MI, USA.
  3. ACI-Committee-544 (2009 Reapproved), Report on Fiber Reinforced Concrete; ACI 544.1R-96.
  4. AISC (2011), Specification for structural steel buildings; American Institute of Steel Construction (AISC), Chicago, IL, USA.
  5. An, L. and Cederwall, K. (1996), "Push-out tests on studs in high strength and normal strength concrete", J. Constr. Steel Res., 36(1), 15-29. https://doi.org/10.1016/0143-974X(94)00036-H
  6. Buttry, K.E. (1965), "Behavior of stud shear connectors in lightweight and normal-weight concrete", University of Missouri-Columbia, MO, USA.
  7. Caggiano, A., Gambarelli, S., Martinelli, E., Nisticò, N. and Pepe, M. (2016), "Experimental characterization of the post-cracking response in hybrid steel/polypropylene fiber-reinforced concrete", J. Constr. Build. Mater., 125(30), 1035-1043. https://doi.org/10.1016/j.conbuildmat.2016.08.068
  8. CECS (2004), Fiber concrete structure technical regulation; China Planning Press, China. [In Chinese]
  9. Chi, Y. (2012), "Plasticity theory based constitutive modeling of hybridfibre reinforced concrete", Ph.D. Thesis; University of Nottingham, Nottingham, UK.
  10. Chi, Y., Xu, L.H. and Yu, H.S. (2014a), "Plasticity model for hybrid fiber reinforced concrete", J. Eng. Mech., 140(2), 393-405. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000659
  11. Chi, Y., Xu, L.H. and Zhang, Y. (2014b), "Experimental study on hybrid fiber-reinforced concrete subjected to uniaxial compression", J. Mater. Civil Eng., 26(2), 211-218. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000764
  12. Demir, A. (2015), "Prediction of hybrid fibre-added concrete strength using artificial neural networks", Comput. Concrete, Int. J., 15(4), 503-514. https://doi.org/10.12989/cac.2015.15.4.503
  13. EN 1994-1-1 (2004), Eurocode 4: Design of composite steel and concrete structures-Part 1-1: General rules and rules; European Standard.
  14. GB50017 (2003), Code for design of steel structures; China Planning Press, China. [In Chinese]
  15. Han, Q.H., Xu, J., Xing, Y. and Li, Z.L. (2015), "Static push-out test on steel and recycled tire rubber-filled concrete composite beams", Steel Compos. Struct., Int. J., 19(4), 843-860. https://doi.org/10.12989/scs.2015.19.4.843
  16. Huang, C.K. (2004), "Structure of fiber reinforced concrete", China Machine Press, Beijing, China. [In Chinese]
  17. Johnson, R.P. (1994), Composite Structures of Steel and Concrete, (2nd Ed.), Volume 1, Blackwell Scientific Publications, Ltd., Oxford, UK.
  18. Kim, J.S., Kwark, J., Joh, C., Yoo, S.W. and Lee, K.C. (2015), "Headed stud shear connector for thin ultrahigh-performance concrete bridge deck", J. Constr. Steel Res., 108, 23-30. https://doi.org/10.1016/j.jcsr.2015.02.001
  19. Kim, N.W., Lee, H.H. and Kim, C.H. (2016), "Fracture behavior of hybrid fiber reinforced concrete according to the evaluation of crack resistance and thermal", Comput. Concrete, 18(5), 685-696.
  20. Lam, D. and El-Lobody, E. (2005), "Behavior of headed stud shear connectors in composite beam", J. Struct. Eng., 131(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2005)131:1(96)
  21. Mara, V., Haghani, R. and Harryson, P. (2014), "Bridge decks of fibre reinforced polymer (FRP): A sustainable solution", J. Constr. Build. Mater., 50, 190-199. https://doi.org/10.1016/j.conbuildmat.2013.09.036
  22. Nguyen, H., Mutsuyoshi, H. and Zatar, W. (2014), "Push-out tests for shear connections between UHPFRC slabs and FRP girder", Compos. Struct., 118, 528-547. https://doi.org/10.1016/j.compstruct.2014.08.003
  23. Oehlers, D.J. and Johnson, R.P. (1987), "The strength of stud shear connections in composite beams", Struct. Eng., 65(2), 44-48.
  24. Ollgaard, H.G., Slutter, R.G. and Fisher, J.D. (1971), "Shear strength of stud Connectors in lightweight and normal-weight concrete", AISC Eng. J., 8(2), 55-64.
  25. PCI (2004), Precast/prestressed concrete institute design handbook: Precast and prestressed concrete; (6th Ed.), Chicago, IL, USA.
  26. Prisco, M.D., Plizzari, G. and Vandewalle, L. (2009), "Fibre reinforced concrete: New design perspectives", Mater. Struct., 42(9), 1261-1281. https://doi.org/10.1617/s11527-009-9529-4
  27. Qian, C.X. and Stroeven, P. (2000), "Development of hybrid polypropylene-steelfibre-reinforced concrete", Cement Concrete Res., 30(1), 63-69. https://doi.org/10.1016/S0008-8846(99)00202-1
  28. Tuan, B.L.A., Tesfamariam, M.G., Hwang, C.L., Chen, C.T., Chen, Y.Y. and Lin, K.L. (2014), "Effect of fiber type and content on properties of high-strength fiber reinforced selfconsolidating concrete", Comput. Concrete, Int. J., 14(3), 299-313. https://doi.org/10.12989/cac.2014.14.3.299
  29. Xue, D., Liu, Y., Yu, Z. and He, J. (2012), "Static behavior of multi-stud shear connectors for steel-concrete composite bridge", J. Constr. Steel Res., 74, 1-7. https://doi.org/10.1016/j.jcsr.2011.09.017
  30. Zhang, Y. (2010), "Study on uniaxial compressive constitutive relationship and uniaxial tensile behavior of steel-polypropylene hybrid fiber reinforced concrete", Ph.D. Thesis; Wuhan University, Wuhan, China. [In Chinese]

피인용 문헌

  1. Application of a newly puzzle shaped crestbond rib shear connector in composite beam using inverted T steel girder: An experimental study vol.79, pp.1, 2021, https://doi.org/10.12989/sem.2021.79.1.117
  2. Structural performance of steel-concrete composite bridges utilising innovative blind bolt shear connectors vol.40, pp.4, 2017, https://doi.org/10.12989/scs.2021.40.4.581